{"meta":{"query_hash":"cd853f16773c","filters":{"topic":"Composite Structure Analysis and Optimization"},"cohort_total":648,"direct_labels_cover":1,"predictions_cover":648,"exported":648,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/cd853f16773c","api":"https://metacan.xera.ac/api/v1/cohort?topic=Composite+Structure+Analysis+and+Optimization"},"results":[{"id":"W1021517833","doi":"10.1007/978-94-015-9930-6_29","title":"Bifurcation Buckling of Spherical Sandwich Shells under External Pressure in Plastic Range","year":2002,"lang":"en","type":"book-chapter","venue":"Solid mechanics and its applications","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Buckling; Bifurcation; Rotational symmetry; Materials science; Plasticity; Transverse shear; Bifurcation theory; Mechanics; Structural engineering; Shear (geology); Range (aeronautics); Transverse plane; Composite material; Physics; Engineering; Nonlinear system","score_opus":0.00855115389831832,"score_gpt":0.20727185346997984,"score_spread":0.19872069957166152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1021517833","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00014279809,0.009210867,0.966067,0.00002553537,0.000111913614,0.00058358506,0.000086407556,0.00006875451,0.02370312],"genre_scores_gemma":[0.968107,0.01216789,0.005366508,0.000039495866,0.00037981773,0.00012078596,0.00017555265,0.00015707574,0.013485869],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991291,0.000004943832,0.00036669467,0.00022981953,0.00014693488,0.00012250521],"domain_scores_gemma":[0.9995139,0.000048866154,0.000107906235,0.00019738315,0.000077554745,0.000054336993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000045863002,0.00020155072,0.0003112748,0.00013817108,0.000041361207,0.0000238176,0.000107359934,0.00022205904,0.0003195804],"category_scores_gemma":[0.000003454097,0.00021005607,0.000068147696,0.00009163523,0.0000068237523,0.000044692966,0.000031020256,0.00021287931,0.000008994409],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008395118,0.00003486137,0.000003820922,0.0003684561,0.00021173694,9.1887847e-7,0.0001675029,0.518895,0.009766756,0.46435714,0.00013293306,0.006052487],"study_design_scores_gemma":[0.00026687552,0.000022522901,0.00002889772,0.00016005772,0.00031360346,0.00000425902,0.000007946628,0.96347135,0.00063029025,0.021804474,0.012967267,0.00032245688],"about_ca_topic_score_codex":0.000002739511,"about_ca_topic_score_gemma":0.000011832925,"teacher_disagreement_score":0.96796423,"about_ca_system_score_codex":0.000032978725,"about_ca_system_score_gemma":0.000009934049,"threshold_uncertainty_score":0.85658383},"labels":[],"label_agreement":null},{"id":"W107234204","doi":"10.1007/978-3-540-72373-8_4","title":"Functionally graded bodies","year":2007,"lang":"en","type":"book-chapter","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Computer science","score_opus":0.013424828585705251,"score_gpt":0.19470083319877632,"score_spread":0.18127600461307106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W107234204","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000036461574,0.0006979537,0.025304044,0.000010702743,0.00028130857,0.000043396063,0.000003911168,0.00025004314,0.973405],"genre_scores_gemma":[0.0030416453,0.00042098438,0.002515681,0.000098963304,0.00042965295,9.552878e-7,0.0002196694,0.00006187111,0.99321055],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99947333,7.1653363e-7,0.00017615106,0.000116856645,0.00014404849,0.000088872854],"domain_scores_gemma":[0.99974316,0.000013684719,0.000022799833,0.00013872153,0.00004793362,0.00003367359],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000025349278,0.00017950455,0.00018046539,0.0001688647,0.00002896848,0.000023113806,0.000055402143,0.00016216133,0.0036418648],"category_scores_gemma":[8.666866e-7,0.0001627582,0.00012820397,0.000013515839,0.000012154728,0.000029638073,0.000012374515,0.0001426539,0.00011559806],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013355605,0.000004610337,0.00002234382,0.00012007057,0.0013974834,0.000024237397,0.000089978676,0.2013103,0.00018074467,0.6869744,0.07435851,0.03550396],"study_design_scores_gemma":[0.00009809609,0.000013307605,0.0000991896,0.00002879067,0.0001888611,0.000007317568,0.0000022135798,0.011740375,0.000083142186,0.012829507,0.9744607,0.00044850598],"about_ca_topic_score_codex":0.0000021972573,"about_ca_topic_score_gemma":0.00009739923,"teacher_disagreement_score":0.9001022,"about_ca_system_score_codex":0.00004862675,"about_ca_system_score_gemma":0.000004696742,"threshold_uncertainty_score":0.9972689},"labels":[],"label_agreement":null},{"id":"W108712732","doi":"10.1007/1-4020-4891-2_45","title":"Asymptotically-Correct Structural Modelling Of Thin-Walled Anisotropic Closed Cross-Section Rotating Slender Beams","year":2007,"lang":"en","type":"book-chapter","venue":"Solid mechanics and its applications","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Stiffness; Beam (structure); Stiffness matrix; Finite element method; Displacement (psychology); Timoshenko beam theory; Cross section (physics); Anisotropy; Matrix (chemical analysis); Structural engineering; Direct stiffness method; Rotor (electric); Physics; Classical mechanics; Engineering; Materials science; Mechanical engineering; Optics","score_opus":0.018548612481355718,"score_gpt":0.25032343641387134,"score_spread":0.2317748239325156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W108712732","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0010832871,0.0010383492,0.9772327,0.0000072962657,0.00024279949,0.0005682646,0.00006238842,0.00014423566,0.019620655],"genre_scores_gemma":[0.9420733,0.0027884524,0.04594802,0.000062702595,0.0010387953,0.00008015286,0.0007954913,0.00029989964,0.0069131795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99852777,0.0000063641783,0.0006205047,0.0003705305,0.00024827392,0.00022657035],"domain_scores_gemma":[0.99904615,0.00005777033,0.00021969892,0.00029703972,0.00028197997,0.00009733472],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00011021682,0.00033676732,0.00044537825,0.00019768457,0.00020415519,0.00007143975,0.00015162429,0.00039355565,0.00011199797],"category_scores_gemma":[0.000005440791,0.00034363294,0.00016273398,0.00010458827,0.00001503446,0.000089289046,0.00005144573,0.00039823275,0.0000044788276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000066369107,0.0000039823067,0.0000013116551,0.00011184417,0.00016206836,3.698414e-7,0.00010637344,0.6765364,0.00078644464,0.31796473,0.0000079877045,0.004311897],"study_design_scores_gemma":[0.00019837476,0.00003118133,0.0000058133965,0.000046848298,0.00018483393,0.0000060498865,0.000008988635,0.9614231,0.0006076042,0.03559092,0.001581248,0.00031503165],"about_ca_topic_score_codex":0.0000057284924,"about_ca_topic_score_gemma":0.0000122237,"teacher_disagreement_score":0.94099003,"about_ca_system_score_codex":0.00007011427,"about_ca_system_score_gemma":0.000023825443,"threshold_uncertainty_score":0.9999016},"labels":[],"label_agreement":null},{"id":"W148834135","doi":"10.1016/b978-008043948-8/50059-x","title":"Plastic Buckling of Spherical Sandwich Shells Under External Pressure","year":2001,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Buckling; Plasticity; Transverse shear; Materials science; Structural engineering; Shell (structure); Transverse plane; Hardening (computing); Shear (geology); Strain hardening exponent; Composite material; Mechanics; Physics; Engineering","score_opus":0.006246298860783245,"score_gpt":0.1983602599566586,"score_spread":0.19211396109587536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W148834135","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00008596513,0.004389843,0.019376248,0.0000022201423,0.0003738333,0.00015130488,0.000016821406,0.00008807082,0.9755157],"genre_scores_gemma":[0.03996156,0.00067012716,0.0044342703,0.00003992924,0.0007712165,0.000006195087,0.000038501646,0.0001910028,0.9538872],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99876124,0.000009669719,0.00047639036,0.0002572884,0.0002946953,0.00020070565],"domain_scores_gemma":[0.9993291,0.00006376645,0.00012669475,0.00032307877,0.00007426922,0.00008308784],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000048969836,0.0003581576,0.00057228014,0.00011020036,0.00003703912,0.000034737903,0.0001941615,0.00029283288,0.0013530406],"category_scores_gemma":[0.0000039287543,0.00033924408,0.0002523606,0.000022798578,0.00004499069,0.000029209446,0.000049510953,0.00037125716,0.000021759264],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019924939,0.0000058399314,0.0000177392,0.00036360498,0.00076709763,0.00002115771,0.0001175448,0.4075856,0.0018280146,0.0015764238,0.000112672664,0.5875844],"study_design_scores_gemma":[0.0005730357,0.000075370495,0.00011134242,0.0013698783,0.0019607926,0.000043772536,0.000007025271,0.054346,0.0009937503,0.0060572075,0.9333198,0.0011419918],"about_ca_topic_score_codex":5.5941314e-7,"about_ca_topic_score_gemma":0.000009930234,"teacher_disagreement_score":0.93320715,"about_ca_system_score_codex":0.00004472256,"about_ca_system_score_gemma":0.000020830432,"threshold_uncertainty_score":0.99990594},"labels":[],"label_agreement":null},{"id":"W1520242780","doi":"10.1155/2015/471270","title":"Dynamic Finite Element Analysis of Bending-Torsion Coupled Beams Subjected to Combined Axial Load and End Moment","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Finite element method; Structural engineering; Torsion (gastropod); Bending moment; Boundary value problem; Isotropy; Vibration; Beam (structure); Method of mean weighted residuals; Mathematics; Mathematical analysis; Engineering; Galerkin method; Physics","score_opus":0.00531401585410285,"score_gpt":0.21354579774280036,"score_spread":0.2082317818886975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1520242780","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79923487,0.000099804754,0.20031708,0.00003735813,0.00006610334,0.00011786818,0.000011370548,0.000029641596,0.00008591169],"genre_scores_gemma":[0.9978966,0.000058303798,0.0016485105,0.000014285414,0.000014114116,0.0000048558845,0.00033411905,0.0000074046593,0.000021776043],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993647,0.000014684516,0.00021965329,0.00013520288,0.00017641595,0.000089383095],"domain_scores_gemma":[0.99968415,0.000015517457,0.000041815616,0.000097077354,0.00007930682,0.00008211885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009822016,0.000099313664,0.0002036209,0.000254011,0.00004247964,0.000036590714,0.000029946652,0.000040702602,0.000037860653],"category_scores_gemma":[0.000009436699,0.000093628725,0.000035026773,0.0005170455,0.000008661999,0.00009101712,0.000024560826,0.000033359313,6.3469093e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000076672884,0.000020373205,0.005019335,0.000021809785,0.00040363503,4.0769845e-7,0.0012046576,0.95892584,0.032442044,0.00015890728,0.000058367208,0.0016679397],"study_design_scores_gemma":[0.00040315455,0.00013211048,0.020846032,0.0000071769905,0.00038576638,1.7490096e-7,0.00007669307,0.9754048,0.0025376244,0.00003199114,0.000074919626,0.000099566845],"about_ca_topic_score_codex":0.00005823458,"about_ca_topic_score_gemma":0.00037469258,"teacher_disagreement_score":0.19866857,"about_ca_system_score_codex":0.000084950254,"about_ca_system_score_gemma":0.000011104921,"threshold_uncertainty_score":0.38180688},"labels":[],"label_agreement":null},{"id":"W1554978423","doi":"10.1115/imece2014-38400","title":"Exact 3-D Stress and Stiffness Analysis of Functionally Graded Sandwich Plates Using Sampling Surfaces Method","year":2014,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Isotropy; Plate theory; Deflection (physics); Materials science; Stiffness; Elasticity (physics); Volume fraction; Material properties; Displacement field; Stress (linguistics); Geometry; Composite material; Structural engineering; Mathematical analysis; Finite element method; Mathematics; Boundary value problem; Optics; Physics; Engineering","score_opus":0.014367932216202431,"score_gpt":0.2591959298621977,"score_spread":0.24482799764599528,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1554978423","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57882774,0.000121953475,0.4207929,0.000003167247,0.00003107457,0.000020697262,0.000004854944,0.000035122495,0.00016247468],"genre_scores_gemma":[0.96442807,0.000022870448,0.035458192,0.0000061407236,0.000022773445,5.316465e-7,0.000041222553,0.000010808508,0.000009404056],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99935836,0.00003248798,0.00023088226,0.00015141323,0.00012491787,0.00010196848],"domain_scores_gemma":[0.9995257,0.00018973034,0.000050322695,0.00012751126,0.00006845331,0.000038281065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013491564,0.00011644075,0.00032630496,0.00030670024,0.000054336357,0.000044534805,0.000052901738,0.00004876747,0.00010398415],"category_scores_gemma":[0.000018055582,0.000099466546,0.00008458489,0.00065591256,0.000013423082,0.000089919246,0.000018491146,0.000049008664,1.3745388e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000045376955,0.000004104193,0.014815487,0.00003355267,0.00087792805,6.252696e-8,0.00007525036,0.96547276,0.016563397,0.00024275783,0.0000013365182,0.0019088393],"study_design_scores_gemma":[0.00010380336,0.000004745622,0.09771223,0.000011567003,0.0010230058,4.8150815e-7,0.000045783876,0.8971981,0.0037029735,0.00007631523,0.000014563793,0.00010645858],"about_ca_topic_score_codex":0.00015544766,"about_ca_topic_score_gemma":0.00020276154,"teacher_disagreement_score":0.3856003,"about_ca_system_score_codex":0.000014768377,"about_ca_system_score_gemma":0.0000037231002,"threshold_uncertainty_score":0.4056128},"labels":[],"label_agreement":null},{"id":"W1561766660","doi":"","title":"A method for the inverse characterization of poroelastic mechanical properties","year":2002,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Poromechanics; Inverse; Materials science; Vibration; Characterization (materials science); Modulus; Mechanics; Structural engineering; Composite material; Physics; Acoustics; Mathematics; Engineering; Geometry; Porous medium; Porosity","score_opus":0.013933114927798662,"score_gpt":0.18675030092221612,"score_spread":0.17281718599441745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1561766660","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02100251,0.00005881472,0.9782122,0.00014740063,0.00019217235,0.00017352747,0.000045815057,0.000025566387,0.0001419982],"genre_scores_gemma":[0.9900305,0.000054795437,0.009558608,0.000111642395,0.000084426574,0.000009458144,0.000020386353,0.000015379102,0.00011479662],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996541,0.0000074433005,0.00012143072,0.00005655077,0.000048296486,0.00011215877],"domain_scores_gemma":[0.9997092,0.000035844165,0.000020521094,0.00010496154,0.00006302122,0.00006648659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004231736,0.00006188305,0.00008878781,0.00006738991,0.000053710606,0.000020885402,0.00007550722,0.000042600583,0.00009280293],"category_scores_gemma":[0.000033134467,0.000046636094,0.000035955407,0.00012840718,0.000011252846,0.00003869651,0.000003864527,0.000043518132,0.0000021722708],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001918197,0.0000032788053,0.0000097377015,0.000064239575,0.000079345366,7.0619654e-7,0.000334724,0.5481106,0.44019687,0.00032815436,0.0017300049,0.009140377],"study_design_scores_gemma":[0.000059634127,0.000009857105,0.00034180802,0.0000071105405,0.00010545164,0.0000016772572,0.000026721833,0.9960273,0.0015877518,0.000018913763,0.0017563748,0.000057421803],"about_ca_topic_score_codex":0.00038771192,"about_ca_topic_score_gemma":0.0033407332,"teacher_disagreement_score":0.969028,"about_ca_system_score_codex":0.000061511724,"about_ca_system_score_gemma":0.000016610527,"threshold_uncertainty_score":0.19017647},"labels":[],"label_agreement":null},{"id":"W1595870520","doi":"","title":"Modeling of general laminate composite structures with viscoelastic layer","year":2007,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Viscoelasticity; Wavenumber; Materials science; Bending; Shearing (physics); Structural engineering; Displacement field; Composite number; Composite material; Engineering; Finite element method; Physics; Optics","score_opus":0.004745985810911784,"score_gpt":0.19101166113042686,"score_spread":0.18626567531951507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1595870520","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5244206,0.000084500156,0.47366533,0.0000043107248,0.00008848468,0.000038763268,0.000018268667,0.000025793699,0.0016539291],"genre_scores_gemma":[0.9845269,0.000011057691,0.015229847,0.000040331157,0.000092563576,4.1895885e-7,0.00003641436,0.000027577591,0.000034923934],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99935365,0.0000043151035,0.0001801188,0.00009803009,0.000109383414,0.0002545198],"domain_scores_gemma":[0.9995485,0.000013554171,0.000019424708,0.00014196742,0.00009234445,0.00018418739],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004548501,0.00012359644,0.0001524139,0.0002285855,0.000051302075,0.00002261064,0.000091969836,0.00006317939,0.000031364816],"category_scores_gemma":[0.0000041837043,0.00011262402,0.000029311257,0.00022213743,0.000021812792,0.00004058558,0.000006035323,0.000102940394,0.0000011702108],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004132445,0.0000010739061,0.0002831989,0.000023386678,0.000045226716,0.000016511573,0.00009061506,0.9743289,0.02420827,0.00031323105,0.00005884135,0.0006266282],"study_design_scores_gemma":[0.00011341262,0.000015220242,0.0054038134,0.000013584159,0.000088907465,0.000009260658,0.000028701497,0.9930097,0.0010610196,0.00007598875,0.000037340888,0.00014304156],"about_ca_topic_score_codex":0.003725043,"about_ca_topic_score_gemma":0.018786032,"teacher_disagreement_score":0.46010622,"about_ca_system_score_codex":0.000117311225,"about_ca_system_score_gemma":0.00004421278,"threshold_uncertainty_score":0.99911857},"labels":[],"label_agreement":null},{"id":"W1650163030","doi":"10.1063/1.1570268","title":"Three-Dimensional Steady-State Green’s Function for a Layered Isotropic Plate","year":2003,"lang":"en","type":"article","venue":"AIP conference proceedings","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Isotropy; Point (geometry); Computation; Mathematical analysis; Homogeneous; Wave propagation; Geometry; Mathematics; Physics; Optics; Algorithm","score_opus":0.012893896759263205,"score_gpt":0.20615655825798443,"score_spread":0.19326266149872123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1650163030","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24750158,0.00014617837,0.7481648,0.0001018711,0.00029889954,0.00036238378,0.000012093976,0.00029856287,0.0031136728],"genre_scores_gemma":[0.9947373,0.000012404105,0.0048022266,0.00006867633,0.000052654403,0.00004428547,0.000019815829,0.000027398934,0.00023521288],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914765,0.000002394539,0.00022622256,0.00023288213,0.00014379041,0.00024707144],"domain_scores_gemma":[0.99950194,0.00001725173,0.000055872893,0.00007419573,0.00028160276,0.000069109024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007833097,0.0001819048,0.00020024688,0.000106763146,0.000103665465,0.00009090034,0.000086541666,0.00007253344,0.00014637774],"category_scores_gemma":[0.000016821683,0.00017325918,0.00007478673,0.00018892731,0.000018279536,0.00023012728,0.00001251235,0.00011154118,0.000015010757],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008255987,0.00024174973,0.07938837,0.0017018534,0.0023052576,0.00001011566,0.007059171,0.18124123,0.44009042,0.1801593,0.02657101,0.080405906],"study_design_scores_gemma":[0.00072425196,0.00013743663,0.0034999326,0.00003891736,0.000088353874,0.000007820363,0.000063318585,0.9708211,0.0018385145,0.015428977,0.0069984375,0.0003529614],"about_ca_topic_score_codex":0.000026067528,"about_ca_topic_score_gemma":0.000104983716,"teacher_disagreement_score":0.78957987,"about_ca_system_score_codex":0.000053348984,"about_ca_system_score_gemma":0.000024312567,"threshold_uncertainty_score":0.70653045},"labels":[],"label_agreement":null},{"id":"W1722089193","doi":"","title":"Thermal stress in a functionally graded curved bar","year":2007,"lang":"en","type":"article","venue":"international conference on Modelling and simulation","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Thermoelastic damping; Bar (unit); Stress (linguistics); Stiffness; Beam (structure); Structural engineering; Poisson distribution; Power law; Poisson's ratio; Mechanics; Thermal; Field (mathematics); Materials science; Mathematics; Physics; Engineering; Thermodynamics","score_opus":0.0319527398713399,"score_gpt":0.26364640959390573,"score_spread":0.23169366972256583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1722089193","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5668917,0.000018231609,0.4293639,0.000028599326,0.000117779535,0.00003708637,0.000002900847,0.00003473177,0.0035050786],"genre_scores_gemma":[0.9989458,0.000034795063,0.0007864609,0.00002036815,0.00008712453,0.0000014978423,0.00007216174,0.000008469231,0.000043374137],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994106,0.000010078209,0.00019260426,0.00012726198,0.00016836265,0.00009108192],"domain_scores_gemma":[0.99974597,0.00005419296,0.00002616806,0.00005626349,0.000088575995,0.000028840605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000119326265,0.000088282526,0.00007986377,0.00017549975,0.000030378951,0.0000508008,0.000054630807,0.000052216685,0.000080568716],"category_scores_gemma":[0.000005043662,0.00008748701,0.000025011306,0.00007129843,0.0000091528755,0.00011653737,0.0000065684144,0.00010298535,0.00000336744],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035415782,0.000010553261,0.0018564735,0.0000031340908,0.00001611989,0.0000013112505,0.00015645589,0.9894715,0.0006815961,0.0046472657,7.2609373e-7,0.0031194435],"study_design_scores_gemma":[0.00023163274,0.000011247723,0.0043388586,0.00002651878,0.0000048560446,2.413024e-7,0.000026281981,0.99365294,0.0003229161,0.001253611,0.000040002047,0.00009090818],"about_ca_topic_score_codex":0.000022522496,"about_ca_topic_score_gemma":0.000046650966,"teacher_disagreement_score":0.43205407,"about_ca_system_score_codex":0.00004414069,"about_ca_system_score_gemma":0.000005464914,"threshold_uncertainty_score":0.35676166},"labels":[],"label_agreement":null},{"id":"W1883953752","doi":"10.1016/j.apm.2015.09.038","title":"Analysis and homogenization of functionally graded viscoelastic porous structures with a higher order plate theory and statistical based model of cellular distribution","year":2015,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Homogenization (climate); Materials science; Finite element method; Composite material; Plate theory; Asymptotic homogenization; Micromechanics; Structural engineering; Composite number; Engineering","score_opus":0.009571357842212361,"score_gpt":0.18580562852833196,"score_spread":0.1762342706861196,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1883953752","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.115796074,0.00006342958,0.8838654,0.0000034230509,0.000005562063,0.00009883592,0.00003267822,0.00002730136,0.00010727782],"genre_scores_gemma":[0.881871,0.0000059234794,0.117905885,0.0000040668456,0.000007648134,0.000005268687,0.00018158315,0.000015776553,0.0000028587306],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919647,0.000018494158,0.0002983797,0.0001604446,0.0002220404,0.0001041472],"domain_scores_gemma":[0.9994763,0.00014358904,0.00007188714,0.00012116015,0.00011261133,0.00007444541],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014879793,0.00014171514,0.00033377536,0.000103007325,0.000028310455,0.000018653443,0.00003719388,0.000065886925,0.000020412437],"category_scores_gemma":[0.000010091866,0.00011132668,0.00002481261,0.00033677832,0.00007974801,0.00004263569,0.000014096394,0.00006688086,1.7819528e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000074861186,0.000014877742,0.000019178884,0.000095135954,0.00021486328,2.7485626e-7,0.000112896334,0.81883526,0.0014157324,0.17908615,0.0000010129986,0.00012974514],"study_design_scores_gemma":[0.00029736888,0.00002108014,0.000037567333,0.000010471421,0.0007631444,4.962471e-7,0.000019700456,0.87138635,0.0010109331,0.12634917,3.5597728e-7,0.00010336455],"about_ca_topic_score_codex":0.0000029529026,"about_ca_topic_score_gemma":0.0000016259593,"teacher_disagreement_score":0.7660749,"about_ca_system_score_codex":0.000017848366,"about_ca_system_score_gemma":0.000015800173,"threshold_uncertainty_score":0.45397702},"labels":[],"label_agreement":null},{"id":"W1918657735","doi":"10.3968/j.sms.1923845220120201.009","title":"The Natural Frequency of Elastic Plates with Void by Ritz-Method","year":2011,"lang":"en","type":"article","venue":"Studies in mathematical sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Isotropy; Rayleigh–Ritz method; Flexural rigidity; Rigidity (electromagnetism); Vibration; Mathematical analysis; Mathematics; Void (composites); Ritz method; Fundamental frequency; Natural frequency; Materials science; Physics; Boundary value problem; Acoustics; Composite material; Optics","score_opus":0.01917835982493825,"score_gpt":0.2817234873571856,"score_spread":0.26254512753224735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1918657735","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7712852,0.020856349,0.15130877,0.00022754767,0.0005663378,0.00048690563,0.000006662214,0.00016557303,0.055096656],"genre_scores_gemma":[0.94139993,0.00012869216,0.05843763,0.000003867272,0.0000075266926,0.0000058346204,1.8142843e-7,0.0000031361162,0.000013210633],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940395,0.000019998455,0.00018650101,0.00009118648,0.00016008764,0.00013829867],"domain_scores_gemma":[0.9994681,0.00037891013,0.000031069794,0.00007629309,0.000031806412,0.000013855724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002988178,0.00007621109,0.00015996325,0.000032267693,0.00011360676,0.000013368015,0.00017596541,0.000014349351,0.000018538181],"category_scores_gemma":[0.00010216494,0.000035635767,0.000022234946,0.00035460474,0.00043264646,0.00006527829,0.00002833212,0.000063419386,0.0000015420054],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008719617,0.00043355112,0.039779015,0.002106346,0.0024545465,0.00003168366,0.10501608,0.11330054,0.0166065,0.66841793,0.0036994768,0.04806716],"study_design_scores_gemma":[0.000411547,0.00033255309,0.004151892,0.00044711563,0.00016292334,0.000021566308,0.013951539,0.50234246,0.00986007,0.46768868,0.00005951924,0.0005701103],"about_ca_topic_score_codex":0.000010544134,"about_ca_topic_score_gemma":0.00008717381,"teacher_disagreement_score":0.38904193,"about_ca_system_score_codex":0.000014262434,"about_ca_system_score_gemma":0.0000042612414,"threshold_uncertainty_score":0.15941039},"labels":[],"label_agreement":null},{"id":"W1934063892","doi":"10.1016/j.compositesb.2015.10.025","title":"A simple-input method to analyze thick composite tubes under pure bending moment reinforced by carbon nanotubes","year":2015,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Carbon nanotube; Composite number; Simple (philosophy); Materials science; Bending; Bending moment; Composite material; Moment (physics); Carbon fibers; Structural engineering; Engineering; Classical mechanics; Physics","score_opus":0.00952549520148922,"score_gpt":0.23967566683368408,"score_spread":0.23015017163219487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1934063892","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2991386,0.0012045265,0.69666606,0.00014594063,0.00051587314,0.00036247243,0.000028599738,0.0008755145,0.0010624358],"genre_scores_gemma":[0.9725172,0.000034899782,0.026409281,0.0001390364,0.00030508707,0.000046633173,0.00029421138,0.00012877642,0.0001248875],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978078,0.000047780195,0.0006054676,0.0004510319,0.00045802337,0.00062987197],"domain_scores_gemma":[0.99871707,0.000108769986,0.000042475967,0.00049782783,0.00013604392,0.00049784186],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00028706453,0.00053607416,0.00063354336,0.00044060661,0.00010667962,0.00023161502,0.0003625763,0.00016316464,0.00002596147],"category_scores_gemma":[0.000016485166,0.0005589559,0.00017423554,0.0009223352,0.000013856951,0.00021622135,0.00015111851,0.00031536902,0.000015817543],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001063413,0.0000069792627,0.00040451586,0.000041188134,0.00021231567,0.000004604813,0.00028900598,0.75527805,0.24171057,0.00032009216,0.0015279826,0.00019407264],"study_design_scores_gemma":[0.000371278,0.00006379458,0.00015241209,0.00007928439,0.00014426647,0.000015167817,0.0000444672,0.86654794,0.12090539,0.000019856128,0.011047458,0.0006086914],"about_ca_topic_score_codex":0.00005636992,"about_ca_topic_score_gemma":0.000009881357,"teacher_disagreement_score":0.6733786,"about_ca_system_score_codex":0.0003844918,"about_ca_system_score_gemma":0.000017745817,"threshold_uncertainty_score":0.9996862},"labels":[],"label_agreement":null},{"id":"W1964640542","doi":"10.1139/l03-084","title":"Effet des imperfections géométriques sur la stabilité des coques élastiques cylindriques","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Buckling; Shell (structure); Structural engineering; Initialization; Rotational symmetry; Symmetry (geometry); Monotonic function; Amplitude; Finite element method; Reduction (mathematics); Stability (learning theory); Compression (physics); Materials science; Physics; Mathematics; Mechanics; Engineering; Geometry; Computer science; Mathematical analysis; Composite material","score_opus":0.0034584328483223403,"score_gpt":0.1739257067812784,"score_spread":0.17046727393295605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964640542","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74968916,0.004897826,0.24280238,0.000033691773,0.0002940638,0.00007554665,0.00001420074,0.0001535455,0.0020396085],"genre_scores_gemma":[0.994062,0.0005039538,0.005181534,0.000008188614,0.00018278534,0.0000024967171,0.000004011547,0.000046028916,0.000008979015],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990888,0.00002520252,0.00037404397,0.000095322044,0.00010943269,0.00030718223],"domain_scores_gemma":[0.99905604,0.00009045158,0.000053233725,0.0001250813,0.0002669988,0.00040817854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021913377,0.00020135488,0.00028426223,0.0005062008,0.00010625113,0.00014851098,0.00015440205,0.00009914321,0.00007128439],"category_scores_gemma":[0.00016075745,0.00019828441,0.0001572743,0.00034694723,0.00007422407,0.00047912286,0.0000065571508,0.00028861684,0.0000010453731],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022439108,0.000004580935,0.0018071731,0.00008227207,0.00010799146,0.00004196572,0.001181,0.99199104,0.0031128617,0.00027115134,0.000093933326,0.0013038116],"study_design_scores_gemma":[0.0057948325,0.0018891129,0.30011165,0.0072035654,0.0014228531,0.005052046,0.0009785234,0.40713918,0.16752946,0.026816782,0.07045376,0.005608221],"about_ca_topic_score_codex":0.0020818212,"about_ca_topic_score_gemma":0.24642277,"teacher_disagreement_score":0.58485186,"about_ca_system_score_codex":0.00055657217,"about_ca_system_score_gemma":0.00020885591,"threshold_uncertainty_score":0.8085804},"labels":[],"label_agreement":null},{"id":"W1964696999","doi":"10.1016/j.engstruct.2014.09.045","title":"Large torsion analysis of thin-walled open sections beams by the Asymptotic Numerical Method","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"","keywords":"Torsion (gastropod); Numerical analysis; Structural engineering; Asymptotic analysis; Engineering; Mathematics; Mathematical analysis","score_opus":0.00293698281136658,"score_gpt":0.22885632587997995,"score_spread":0.22591934306861336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964696999","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03405384,0.00019969688,0.9646014,0.000041209714,0.00027170844,0.00012730387,0.000026825393,0.00014090729,0.00053710554],"genre_scores_gemma":[0.97048444,0.000011256154,0.029194884,0.000041846917,0.00007865244,0.000008869311,0.000103942366,0.000031397733,0.000044727338],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99903476,0.0000544725,0.00030113867,0.00019897142,0.00019638018,0.00021430303],"domain_scores_gemma":[0.99930406,0.00014345213,0.00005859024,0.0003896986,0.000044387038,0.00005981312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023274294,0.0001994024,0.0004213428,0.00022443058,0.000109050976,0.00009248139,0.0004260295,0.00008740135,0.00017241525],"category_scores_gemma":[0.000054302247,0.00014527325,0.00019823536,0.0011270687,0.00000955366,0.00009875935,0.00008974675,0.00019778193,0.0000010011396],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000027801366,0.0000052811856,0.0000963476,0.000013132773,0.0008794141,1.2421891e-7,0.0002998523,0.9924851,0.0022551732,0.0026907378,0.00081862387,0.0004534378],"study_design_scores_gemma":[0.00016299576,0.000016576589,0.006489004,0.0000054111297,0.00072515,0.0000019750948,0.000024006424,0.98294497,0.0037725833,0.00012626676,0.005560492,0.00017059452],"about_ca_topic_score_codex":0.00007190039,"about_ca_topic_score_gemma":0.000009701374,"teacher_disagreement_score":0.9364306,"about_ca_system_score_codex":0.000046196343,"about_ca_system_score_gemma":0.00000468695,"threshold_uncertainty_score":0.59240717},"labels":[],"label_agreement":null},{"id":"W1964981070","doi":"10.1115/pvp2012-78617","title":"Transient Heat Conduction in Functionally Graded Hollow Cylinders and Spheres","year":2012,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Thermal conduction; Laplace transform; Relativistic heat conduction; Heat flux; Mechanics; Heat equation; Materials science; Heat kernel; Heat transfer; SPHERES; Thermal conductivity; Fourier transform; Physics; Mathematical analysis; Thermodynamics; Mathematics","score_opus":0.007021548585563235,"score_gpt":0.18241273974401714,"score_spread":0.17539119115845392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964981070","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9754312,0.00051801914,0.019350879,0.000051851344,0.00022934465,0.000056368863,4.884936e-7,0.000062410254,0.004299417],"genre_scores_gemma":[0.9989493,0.000043768057,0.0008444572,0.000031416377,0.000054388198,0.0000022883196,0.00001177534,0.0000067178917,0.000055906512],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9996834,0.0000074225704,0.0000925127,0.000059537557,0.00005876175,0.00009836306],"domain_scores_gemma":[0.9998986,0.0000075885887,0.0000037635077,0.000044644486,0.000008445939,0.000036941576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000031617306,0.0000614785,0.0000729471,0.000057295347,0.000018652425,0.000013386299,0.00001396609,0.000033079403,0.00026956337],"category_scores_gemma":[0.0000012375372,0.000054198994,0.000022517126,0.00011768254,0.000008083533,0.0001492017,0.0000025105392,0.000047751433,0.0000023964567],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001673222,0.00003311217,0.04374682,0.00003184986,0.00008797934,6.6178586e-7,0.0009007958,0.91584504,0.031542644,0.0012303028,0.0009949964,0.005569082],"study_design_scores_gemma":[0.0016377852,0.000051459112,0.541626,0.00002296056,0.00012519471,0.000029656703,0.0015589137,0.4374841,0.010707833,0.00031355754,0.005843169,0.00059941824],"about_ca_topic_score_codex":0.00004378188,"about_ca_topic_score_gemma":0.0003372687,"teacher_disagreement_score":0.49787915,"about_ca_system_score_codex":0.000024588191,"about_ca_system_score_gemma":0.0000018115198,"threshold_uncertainty_score":0.295153},"labels":[],"label_agreement":null},{"id":"W1965305312","doi":"10.1007/s11071-014-1595-7","title":"Nonlinear vibration analysis of isotropic plate with inclined part-through surface crack","year":2014,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Isotropy; Vibration; Nonlinear system; Surface (topology); Materials science; Structural engineering; Mechanics; Geometry; Acoustics; Physics; Engineering; Mathematics; Optics","score_opus":0.0042152857159963135,"score_gpt":0.20369951121304813,"score_spread":0.19948422549705183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965305312","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5186852,0.00002451105,0.48034826,0.000045519635,0.0000736008,0.00006854666,0.00006433534,0.00009569474,0.00059429294],"genre_scores_gemma":[0.7532736,0.000107329004,0.24419032,0.000055159544,0.00014824574,0.0000017017753,0.0020816028,0.000049489347,0.00009253267],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989004,0.000034941677,0.0004335104,0.00021978682,0.00022815549,0.00018321058],"domain_scores_gemma":[0.9992167,0.0000596784,0.00013430668,0.00038211636,0.00015854843,0.000048680715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009350819,0.00019922019,0.00046416424,0.00016015093,0.000057766865,0.000036491714,0.00013857722,0.0001113378,0.00006899032],"category_scores_gemma":[0.000015844715,0.00017531143,0.00014037374,0.0012316311,0.000037470392,0.00017174294,0.00002617807,0.00014281797,0.0000057295842],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001930726,0.000026309917,0.0047720936,0.00002777141,0.0006368184,6.9315826e-7,0.00011825835,0.99283075,0.0004378076,0.00021487342,0.000011987601,0.0009033558],"study_design_scores_gemma":[0.0003002363,0.00007054246,0.0015252436,0.000013363244,0.00091990764,7.2107036e-7,0.00002138953,0.99528265,0.0006664997,0.000027969467,0.0009780905,0.00019340779],"about_ca_topic_score_codex":0.00006103838,"about_ca_topic_score_gemma":0.0016558811,"teacher_disagreement_score":0.23615794,"about_ca_system_score_codex":0.00006702374,"about_ca_system_score_gemma":0.000016103933,"threshold_uncertainty_score":0.7148993},"labels":[],"label_agreement":null},{"id":"W1965643456","doi":"10.3390/ma4122151","title":"Thermo-Electro-Mechanical Analysis of a Curved Functionally Graded Piezoelectric Actuator with Sandwich Structure","year":2011,"lang":"en","type":"article","venue":"Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Actuator; Materials science; Piezoelectricity; Bimorph; Deflection (physics); Airy function; Piezoelectric coefficient; Thermal; Composite material; Thermal conduction; Work (physics); Structural engineering; Mechanical engineering; Optics; Engineering; Physics; Electrical engineering","score_opus":0.007451515849854632,"score_gpt":0.1691514837786713,"score_spread":0.1616999679288167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965643456","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9791157,0.000047227484,0.020254938,0.0000036952765,0.000094968396,0.000105420884,0.0000440971,0.00009160614,0.00024232024],"genre_scores_gemma":[0.99751407,0.000016056889,0.002204651,0.000017032893,0.000050854243,0.000006868786,0.00014900973,0.000025526822,0.00001590828],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991213,0.00004425253,0.00030072997,0.00017855006,0.00017503592,0.00018011304],"domain_scores_gemma":[0.99953395,0.000017936984,0.00009146701,0.0002321427,0.000080716956,0.00004380732],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00007792103,0.00017400105,0.0004565327,0.00032275086,0.00003468168,0.000029990037,0.00012702083,0.00008757674,0.0029948808],"category_scores_gemma":[0.000006959956,0.00012817104,0.00009524731,0.0010339459,0.000013900846,0.00006767612,0.000012880546,0.000057162586,0.0000022323147],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014936822,0.000018914208,0.00037893173,0.000022585898,0.00259504,0.0000018488141,0.00023213608,0.004805977,0.99038064,0.00047802491,0.000038573362,0.00089797616],"study_design_scores_gemma":[0.00050713256,0.00019540555,0.044995703,0.000010836621,0.0032765472,0.000008331278,0.00001571647,0.015628131,0.9343887,0.0005454849,0.000060331757,0.00036767934],"about_ca_topic_score_codex":0.000058123773,"about_ca_topic_score_gemma":0.000079597296,"teacher_disagreement_score":0.05599192,"about_ca_system_score_codex":0.00003728233,"about_ca_system_score_gemma":0.0000144899195,"threshold_uncertainty_score":0.9979165},"labels":[],"label_agreement":null},{"id":"W1966137675","doi":"10.1016/j.apm.2011.01.003","title":"Free vibration analysis of piezoelectric coupled annular plates with variable thickness","year":2011,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Piezoelectricity; Vibration; Acoustics; Materials science; Structural engineering; Variable (mathematics); Composite material; Engineering; Mathematics; Physics; Mathematical analysis","score_opus":0.010372631600468422,"score_gpt":0.17284182921577806,"score_spread":0.16246919761530965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966137675","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.057737797,0.000040578056,0.93523407,0.0000017074728,0.0000071243635,0.00012744634,0.0000034033521,0.00010214106,0.0067457156],"genre_scores_gemma":[0.75394297,0.000011420083,0.24597067,0.0000060445727,0.000008623483,0.000012586192,0.000024013869,0.00001930549,0.0000043536356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991464,0.0000062164977,0.00033132872,0.00016167713,0.00019236075,0.00016203216],"domain_scores_gemma":[0.99941856,0.0000714811,0.00006798574,0.00032799883,0.00006873308,0.00004521658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012259746,0.00014899793,0.0004028921,0.0002660161,0.000043144842,0.000021248126,0.0001477722,0.00008144233,0.00021079344],"category_scores_gemma":[0.000004420951,0.00011977749,0.000065728345,0.0012533905,0.000020731926,0.00008149399,0.000016402966,0.000095704934,0.0000024892165],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001681587,0.000027131784,0.000017219765,0.00006914475,0.0006739893,3.8837857e-7,0.0007480004,0.9132539,0.0016967893,0.083393216,0.0000019844695,0.00010139402],"study_design_scores_gemma":[0.00014107913,0.000014708258,0.000014218663,0.000013137452,0.0013881588,7.445799e-7,0.000039048795,0.9557049,0.0024069578,0.040135723,0.0000013318624,0.0001399872],"about_ca_topic_score_codex":0.000011211901,"about_ca_topic_score_gemma":0.0000031944303,"teacher_disagreement_score":0.6962052,"about_ca_system_score_codex":0.00001871884,"about_ca_system_score_gemma":0.0000078428375,"threshold_uncertainty_score":0.48843843},"labels":[],"label_agreement":null},{"id":"W1967085077","doi":"10.1016/j.compstruct.2014.09.031","title":"Effect of micromechanical models on structural responses of functionally graded plates","year":2014,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; University of Alberta; University of New Brunswick; McGill University","funders":"","keywords":"Functionally graded material; Volume fraction; Plate theory; Materials science; Buckling; Material properties; Vibration; Mechanics; Structural engineering; Mathematics; Mathematical analysis; Composite material; Physics; Boundary value problem; Engineering","score_opus":0.004856399692628436,"score_gpt":0.21593440715111686,"score_spread":0.21107800745848843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967085077","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9901893,0.00021352104,0.008498563,0.000009616436,0.00029957565,0.00013875638,0.000030782052,0.00009193701,0.00052792166],"genre_scores_gemma":[0.997797,0.000011183264,0.0019807122,0.000017458027,0.00008390614,0.0000026409093,0.00006534911,0.000030328169,0.000011427731],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99876875,0.00014654122,0.00041110482,0.0002191027,0.0002741355,0.0001803927],"domain_scores_gemma":[0.99902767,0.00039078316,0.00011512271,0.00032620123,0.0000784264,0.00006180983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013373139,0.0002654348,0.000509168,0.00024960976,0.000063068896,0.000021568752,0.00022734745,0.0001193306,0.000058283764],"category_scores_gemma":[0.000028293114,0.00020781849,0.00019858104,0.00022808115,0.00006451553,0.00008317169,0.000038213613,0.00016594755,0.0000010442149],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005024318,0.00000396829,0.00041920238,0.000138878,0.00016205276,6.230698e-7,0.00008209131,0.619193,0.36918104,0.006595728,0.00006163093,0.0036593433],"study_design_scores_gemma":[0.0007801075,0.0006590897,0.008791078,0.00005258807,0.0001531589,0.000014253797,0.000003066369,0.339854,0.63819665,0.011197304,0.000039172555,0.0002595122],"about_ca_topic_score_codex":0.000010869441,"about_ca_topic_score_gemma":0.0000037165057,"teacher_disagreement_score":0.27933902,"about_ca_system_score_codex":0.000029046605,"about_ca_system_score_gemma":0.0000066244525,"threshold_uncertainty_score":0.8474592},"labels":[],"label_agreement":null},{"id":"W1968610783","doi":"10.1007/s00419-008-0239-0","title":"Nonlinear shell-type to beam-type fea simplifications for composite frp poles","year":2008,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Finite element method; Nonlinear system; Structural engineering; Type (biology); Shell (structure); Beam (structure); Buckling; Deformation (meteorology); Mixed finite element method; Engineering; Materials science; Physics; Mechanical engineering; Composite material","score_opus":0.010584198978697456,"score_gpt":0.21612341769962803,"score_spread":0.2055392187209306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968610783","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08487372,0.00007693456,0.9107539,0.000057752324,0.00020788697,0.0006096517,0.00012949503,0.00015706301,0.0031335773],"genre_scores_gemma":[0.75335085,0.00014486932,0.24579826,0.000102773294,0.000094811156,0.000015554178,0.00042542728,0.000042643005,0.000024784775],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992704,0.000004033666,0.0002478508,0.00018362272,0.00011539542,0.00017870974],"domain_scores_gemma":[0.9994278,0.00006349139,0.00004561396,0.0002783412,0.000098670746,0.00008606947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000041163075,0.00014393004,0.00022860078,0.0001425905,0.00011305216,0.000009459013,0.00017636381,0.00004658854,0.000016529815],"category_scores_gemma":[0.000008016902,0.00015037163,0.00007259827,0.00033052248,0.000012589131,0.00002524962,0.000039261227,0.00007841716,0.000016945776],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008032404,0.00003222998,0.000007546278,0.000036105037,0.00010092054,4.0953432e-7,0.0006188056,0.5066813,0.46892494,0.021032458,0.001012491,0.0014724465],"study_design_scores_gemma":[0.00053895643,0.00021332032,0.00020981964,0.00002228768,0.00017587899,0.000005710191,0.00011787333,0.6959349,0.27309725,0.012324377,0.016886488,0.00047312627],"about_ca_topic_score_codex":0.00000557596,"about_ca_topic_score_gemma":0.000010714388,"teacher_disagreement_score":0.6684772,"about_ca_system_score_codex":0.000021088956,"about_ca_system_score_gemma":0.00001956901,"threshold_uncertainty_score":0.61319774},"labels":[],"label_agreement":null},{"id":"W1970919488","doi":"10.1006/jsvi.2001.3865","title":"POLAR AXISYMMETRIC VIBRATION OF A HOLLOW TOROID USING THE DIFFERENTIAL QUADRATURE METHOD","year":2002,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Rotational symmetry; Quadrature (astronomy); Vibration; Toroid; Mathematics; Differential (mechanical device); Polar; Physics; Mathematical analysis; Geometry; Acoustics; Optics","score_opus":0.011752239267482182,"score_gpt":0.23329541775529994,"score_spread":0.22154317848781777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970919488","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3449154,0.001109974,0.6536462,0.00005516728,0.00016161182,0.00003463045,0.0000018895985,0.000005372151,0.000069802154],"genre_scores_gemma":[0.98791724,0.00017178405,0.011598469,0.000018968789,0.000276497,1.3241772e-7,0.0000033927624,0.000007722566,0.0000057777925],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99938315,0.00004814469,0.0002963062,0.000048447782,0.00016319963,0.000060746075],"domain_scores_gemma":[0.99960166,0.00004099521,0.00018012126,0.000064169995,0.00008589245,0.000027147455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011351542,0.00007773601,0.00015735695,0.00016447887,0.00007879604,0.00008890685,0.000052015163,0.00005822219,0.000051635077],"category_scores_gemma":[0.000016667738,0.000051476058,0.00008203336,0.00030730368,0.000010863583,0.00033591225,0.0000067153533,0.00012014013,1.4179504e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039929342,0.00005354803,0.001562715,0.00008420019,0.0003300509,0.0000023971477,0.0027984807,0.40546802,0.5715465,0.0010879075,0.00028433927,0.016741913],"study_design_scores_gemma":[0.00030055016,0.00007509059,0.003456006,0.000020476018,0.00017194024,0.000044457982,0.00012908457,0.986486,0.008633484,0.0004887918,0.000109935296,0.000084145766],"about_ca_topic_score_codex":0.0000046550463,"about_ca_topic_score_gemma":0.000006033415,"teacher_disagreement_score":0.64300185,"about_ca_system_score_codex":0.00002267704,"about_ca_system_score_gemma":0.000003813082,"threshold_uncertainty_score":0.20991327},"labels":[],"label_agreement":null},{"id":"W1971353580","doi":"10.1016/j.ijnonlinmec.2014.10.003","title":"Non-linear static bending and forced vibrations of rectangular plates retaining non-linearities in rotations and thickness deformation","year":2014,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Qatar National Research Fund; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; National Research Foundation","keywords":"Rotary inertia; Equations of motion; Vibration; Mechanics; Boundary value problem; Finite element method; Kinematics; Deflection (physics); Transverse plane; Inertia; Classical mechanics; Geometry; Mathematics; Physics; Structural engineering; Mathematical analysis; Engineering","score_opus":0.0069305662527435535,"score_gpt":0.23960649141607748,"score_spread":0.23267592516333394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971353580","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4435212,0.00006150974,0.5559009,0.000095215175,0.0002412822,0.00007700488,0.000009842371,0.000009422642,0.000083643674],"genre_scores_gemma":[0.95580363,0.0002782295,0.043640625,0.000038769176,0.00016484848,0.000002803027,0.000044282933,0.000021328076,0.000005497705],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869263,0.000028164794,0.0007333924,0.0001038869,0.00031820856,0.00012370602],"domain_scores_gemma":[0.9989883,0.00015100358,0.000306085,0.00008679718,0.00041649217,0.000051348547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047798787,0.0001451951,0.00029784613,0.00052164204,0.000061145045,0.00006362368,0.00015216134,0.000085503656,0.000011455653],"category_scores_gemma":[0.00012601967,0.00014027984,0.00006654248,0.00021378322,0.000019437266,0.00052192854,0.000041249314,0.00022916548,5.6861353e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049132916,0.000020974,0.0008798958,0.00008436201,0.00019510371,0.000005686531,0.002829584,0.9677297,0.022826549,0.0014177291,0.000018058388,0.0039432105],"study_design_scores_gemma":[0.0007386363,0.000086387925,0.00081082457,0.00023221645,0.000060531424,0.00005847721,0.00049872656,0.99023044,0.0058368975,0.0012751644,0.000045594847,0.00012608063],"about_ca_topic_score_codex":0.000022061284,"about_ca_topic_score_gemma":0.00004798012,"teacher_disagreement_score":0.51228243,"about_ca_system_score_codex":0.0000657643,"about_ca_system_score_gemma":0.000031937754,"threshold_uncertainty_score":0.57204455},"labels":[],"label_agreement":null},{"id":"W1971480514","doi":"10.1177/1077546305047026","title":"An Integral Equation Approach for Shape Optimization of Plate Piezoelectric Patch","year":2005,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Eigenvalues and eigenvectors; Integral equation; Constraint (computer-aided design); Piezoelectricity; Vibration; Mathematics; Parametrization (atmospheric modeling); Computation; Mathematical analysis; Actuator; Piezoelectric sensor; Vibration of plates; Boundary (topology); Shape optimization; Geometry; Acoustics; Computer science; Physics; Structural engineering; Algorithm; Engineering; Finite element method; Optics","score_opus":0.005883090710324698,"score_gpt":0.20625329417651836,"score_spread":0.20037020346619366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971480514","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.029410182,0.0002417501,0.97004867,0.00007283915,0.00003510901,0.000108199005,0.0000028920253,0.000011081933,0.00006927581],"genre_scores_gemma":[0.922162,0.00007614515,0.07751102,0.000045156758,0.00016756472,0.0000024462518,0.000025125733,0.000008034299,0.0000024870365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994119,0.00002150278,0.00035385953,0.00005179853,0.00009941025,0.00006157461],"domain_scores_gemma":[0.9995309,0.00002506725,0.00017613303,0.00004568584,0.00018476218,0.000037416543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015474818,0.00006882169,0.00017120632,0.00015768342,0.000031348976,0.00004069395,0.000044675704,0.000047835147,0.000024842302],"category_scores_gemma":[0.000014085125,0.0000574452,0.000059156602,0.000100870675,0.0000061297615,0.00041209912,0.0000012415055,0.000058864953,5.8673894e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000067271576,0.000020042951,0.00012213699,0.000010891307,0.000044438093,4.5094897e-8,0.00014166666,0.92430323,0.008471518,0.00014256877,0.000020854668,0.066655345],"study_design_scores_gemma":[0.0009993371,0.00018062584,0.00023681227,0.0000055318346,0.00008735096,0.000004846194,0.00002983193,0.9966089,0.0017117537,0.000043711505,0.00003467499,0.000056589],"about_ca_topic_score_codex":0.0000011421799,"about_ca_topic_score_gemma":0.000002810501,"teacher_disagreement_score":0.8927518,"about_ca_system_score_codex":0.000023575361,"about_ca_system_score_gemma":0.000012488549,"threshold_uncertainty_score":0.23425472},"labels":[],"label_agreement":null},{"id":"W1972362012","doi":"10.1016/j.jsv.2007.10.028","title":"Effect of ply orientation on the in-plane vibration of single-layer composite plates","year":2007,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Orthotropic material; Vibration; Boundary value problem; Isotropy; Natural frequency; Vibration of plates; Bending of plates; Rayleigh–Ritz method; Plate theory; Bending; Composite plate; Materials science; Composite number; Structural engineering; Geometry; Mathematics; Mathematical analysis; Composite material; Physics; Acoustics; Engineering; Finite element method; Optics","score_opus":0.006294249361605992,"score_gpt":0.22504328591390252,"score_spread":0.21874903655229652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972362012","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9470271,0.000094490555,0.05250247,0.000028465513,0.00009197189,0.00006192552,0.0000011539113,0.000003453707,0.00018895594],"genre_scores_gemma":[0.99945486,0.000027119511,0.00042467905,0.000013055451,0.00006371154,1.7299867e-7,0.000010220205,0.0000050490826,0.0000011384303],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99936277,0.000036105062,0.00037015975,0.000039521317,0.00014075723,0.00005066358],"domain_scores_gemma":[0.9994529,0.000222873,0.00020533844,0.000044184257,0.00005848167,0.00001623623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039140965,0.000065192406,0.00014906362,0.00016509905,0.000025696529,0.000022556986,0.000032436586,0.000038377304,0.000008548092],"category_scores_gemma":[0.000018615989,0.00004275754,0.000037861733,0.00016864574,0.000014420066,0.00019356064,0.0000031789766,0.00007352603,1.7452817e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026904693,0.000023687278,0.0061908956,0.00006899552,0.000048065365,0.0000016114385,0.00079814205,0.19759011,0.7902408,0.0004762931,0.000012974697,0.004279358],"study_design_scores_gemma":[0.00078886055,0.0009955678,0.041112255,0.00012823111,0.000086616055,0.000019049894,0.00013307236,0.043616377,0.91252923,0.0004889787,0.00001482737,0.00008693252],"about_ca_topic_score_codex":0.0000034625564,"about_ca_topic_score_gemma":0.000015841264,"teacher_disagreement_score":0.15397373,"about_ca_system_score_codex":0.000022701162,"about_ca_system_score_gemma":0.0000030526378,"threshold_uncertainty_score":0.17436019},"labels":[],"label_agreement":null},{"id":"W1974291018","doi":"10.1016/s0168-874x(99)00067-0","title":"Dynamic elastic buckling of a slender beam with geometric imperfections subject to an axial impulse","year":2000,"lang":"en","type":"article","venue":"Finite Elements in Analysis and Design","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Structural engineering; Finite element method; Buckling; Curvature; Beam (structure); Engineering; Adina; Timoshenko beam theory; Mathematics; Geometry","score_opus":0.005663695674233088,"score_gpt":0.22162947677361844,"score_spread":0.21596578109938536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974291018","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51080716,0.00007620135,0.4888432,0.0000022089794,0.000012832169,0.000103692255,0.000010417474,0.000023495324,0.00012082687],"genre_scores_gemma":[0.98206383,0.000161146,0.017603975,0.000014839287,0.000013506197,0.000013145101,0.000062127525,0.000017178121,0.00005024146],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99894863,0.000045970985,0.0003777269,0.00024349855,0.00017691239,0.00020723254],"domain_scores_gemma":[0.99953973,0.000083878964,0.000043209307,0.00020409824,0.000045497647,0.000083559535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020992114,0.00016162173,0.00034047457,0.001629914,0.00006494872,0.000047242607,0.00008348321,0.00004613636,0.00049870164],"category_scores_gemma":[0.000012834514,0.00014141093,0.00007821373,0.004363799,0.000013086745,0.00011557017,0.000010323579,0.000088240144,0.0000028108936],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038356455,0.00003552856,0.010411067,0.0000086621085,0.0005103043,0.0000019196184,0.00018006247,0.97156227,0.0005053515,0.000002046185,0.0000044963285,0.01673993],"study_design_scores_gemma":[0.00041176451,0.0002462843,0.047319163,0.000013622522,0.0008826428,0.0000012975054,0.000039710692,0.9503886,0.00042511543,0.000021264537,0.00004192517,0.0002086277],"about_ca_topic_score_codex":0.000094400304,"about_ca_topic_score_gemma":0.00043092316,"teacher_disagreement_score":0.4712567,"about_ca_system_score_codex":0.00005410151,"about_ca_system_score_gemma":0.000010184372,"threshold_uncertainty_score":0.57665706},"labels":[],"label_agreement":null},{"id":"W1976182944","doi":"10.1007/s00419-007-0172-7","title":"Analytical solution for the electromechanical behavior of a rotating functionally graded piezoelectric hollow shaft","year":2007,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Piezoelectricity; Displacement (psychology); Mechanics; Electric displacement field; Differential equation; Materials science; Physics; Classical mechanics; Mathematical analysis; Structural engineering; Acoustics; Mathematics; Engineering","score_opus":0.007764609623253763,"score_gpt":0.2193887762352033,"score_spread":0.21162416661194955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976182944","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.040874384,0.00004833777,0.95822185,0.000011952792,0.000070250506,0.00040366576,0.000012074786,0.000040575695,0.00031688422],"genre_scores_gemma":[0.9602596,0.000023604052,0.03951514,0.00001693063,0.00006558945,0.000036714162,0.000054527918,0.000023442786,0.0000044167996],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897134,0.0000070052074,0.00039388856,0.00015804416,0.00022268608,0.00024703518],"domain_scores_gemma":[0.9992858,0.00031587452,0.00010510944,0.00017715554,0.00007144371,0.000044574892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032910547,0.00013062358,0.00023586609,0.0001658777,0.000078198405,0.000008119535,0.0001546488,0.00006257268,0.000014799371],"category_scores_gemma":[0.00002340804,0.00010826174,0.0001695831,0.00041513177,0.000015417767,0.00002484142,0.00002583989,0.00015167447,5.8765966e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002733373,0.000076790144,0.000020627676,0.00006160849,0.0003025875,6.249453e-7,0.00018307619,0.040943068,0.5407326,0.29908457,0.00008902442,0.118232034],"study_design_scores_gemma":[0.00037029263,0.0001463071,0.00024492654,0.000006640556,0.00035494877,0.0000024196404,0.000034678116,0.94842935,0.034639675,0.015606871,0.000049567225,0.000114305796],"about_ca_topic_score_codex":0.000004485102,"about_ca_topic_score_gemma":0.000043111133,"teacher_disagreement_score":0.91938525,"about_ca_system_score_codex":0.000031944222,"about_ca_system_score_gemma":0.000020857573,"threshold_uncertainty_score":0.44147855},"labels":[],"label_agreement":null},{"id":"W1977449731","doi":"10.1115/pvp2009-77524","title":"Buckling Analysis of an Orthotropic Elliptical Toroidal Shell","year":2009,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Orthotropic material; Buckling; Toroid; Shell (structure); Vibration; Materials science; Structural engineering; Parametric statistics; Mathematics; Finite element method; Composite material; Physics; Engineering; Acoustics; Plasma","score_opus":0.002732138245260137,"score_gpt":0.20387534881784086,"score_spread":0.20114321057258072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977449731","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8674633,0.00006866711,0.12592205,0.000012607332,0.000028370556,0.000023618173,0.0000014963144,0.00009204289,0.006387867],"genre_scores_gemma":[0.9877402,0.000020069072,0.012085252,0.000028556917,0.000040455005,2.1236849e-7,0.00003613973,0.0000048522406,0.00004422711],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994943,0.000008471087,0.00019513923,0.00010040585,0.000102429505,0.0000992564],"domain_scores_gemma":[0.9997154,0.000009615545,0.00001553112,0.00017553069,0.000034290762,0.000049666298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000033057964,0.00007593992,0.00020879936,0.00020479776,0.000014001226,0.000018650018,0.00007189294,0.00004128931,0.00040843518],"category_scores_gemma":[0.0000027353005,0.00006645337,0.00011988188,0.0006378126,0.000006345306,0.00008108854,0.000004034171,0.000046053698,0.0000019498568],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025424235,0.000012555777,0.0009219964,0.000002343344,0.00024018489,9.799529e-7,0.00006803664,0.9775955,0.012392608,0.0010227185,0.000010092636,0.007730412],"study_design_scores_gemma":[0.00005614342,0.00003178929,0.029589115,0.0000011287822,0.0005739459,3.5784586e-7,0.0000114243485,0.96530783,0.004175132,0.00006685698,0.000104391635,0.00008187318],"about_ca_topic_score_codex":0.000012673064,"about_ca_topic_score_gemma":0.00008193884,"teacher_disagreement_score":0.12027695,"about_ca_system_score_codex":0.000016950853,"about_ca_system_score_gemma":0.0000025424501,"threshold_uncertainty_score":0.44720787},"labels":[],"label_agreement":null},{"id":"W1978261992","doi":"10.1177/1045389x10364865","title":"Three-dimensional Stability Analysis of Piezoelectric Antisymmetric Angle-Ply Laminates Using Finite Layer Method","year":2010,"lang":"en","type":"article","venue":"Journal of Intelligent Material Systems and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Ministère de la Défense Nationale","keywords":"Antisymmetric relation; Piezoelectricity; Finite strip method; Materials science; Trigonometric functions; Layer (electronics); Stability (learning theory); Numerical analysis; Composite material; Structural engineering; Mathematics; Mathematical analysis; Geometry; Engineering; Computer science","score_opus":0.014463056849631312,"score_gpt":0.2525595044208403,"score_spread":0.23809644757120899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978261992","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8502081,0.0007028655,0.14783044,0.0000024106862,0.0011138308,0.000075658005,0.00004042307,0.000010489709,0.000015772013],"genre_scores_gemma":[0.9880979,0.000043327436,0.011600859,0.000003177413,0.0002265023,4.487831e-7,0.000011234302,0.00001510747,0.0000014366949],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984453,0.000064787295,0.0008750436,0.00013956118,0.00031227476,0.00016304763],"domain_scores_gemma":[0.9988458,0.00013966652,0.000418398,0.00016719432,0.00034607408,0.000082875995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004924706,0.0001913488,0.00072019914,0.00093181175,0.000063415326,0.000115892384,0.00013691037,0.00013065178,0.00018392234],"category_scores_gemma":[0.000060735718,0.00013876424,0.00022182647,0.0010194075,0.000031221105,0.000119679105,0.0000262317,0.00019296494,1.232213e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000077345954,0.000018867884,0.011278221,0.00014355584,0.0017890851,0.000007896963,0.00015930431,0.57558835,0.40400743,0.0005826278,0.000027256416,0.006320036],"study_design_scores_gemma":[0.00015715661,0.00010228954,0.026583157,0.000029347471,0.0014391281,0.00008702313,0.00004761156,0.88026136,0.0905872,0.0003702758,0.00011952656,0.00021592254],"about_ca_topic_score_codex":0.00030645117,"about_ca_topic_score_gemma":0.0001017358,"teacher_disagreement_score":0.31342024,"about_ca_system_score_codex":0.000036576275,"about_ca_system_score_gemma":0.00002043636,"threshold_uncertainty_score":0.56586415},"labels":[],"label_agreement":null},{"id":"W1978770582","doi":"10.1115/1.4003594","title":"Optimization Based Identification of the Dynamic Properties of Linearly Viscoelastic Materials Using Vibrating Beam Technique","year":2011,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Viscoelasticity; Superposition principle; Beam (structure); Mechanical impedance; Materials science; Boundary value problem; Vibration; Structural engineering; Mechanics; Mechanical engineering; Acoustics; Engineering; Mathematical analysis; Physics; Electrical impedance; Mathematics; Composite material","score_opus":0.01061717782402101,"score_gpt":0.19836862320504675,"score_spread":0.18775144538102573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978770582","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31177244,0.00005383271,0.68798375,0.000004554742,0.00010022768,0.00007085114,0.000003576852,0.0000052434875,0.0000054856087],"genre_scores_gemma":[0.95401025,0.00003406892,0.04591025,0.0000053720514,0.00002589532,5.0829885e-7,0.000002394084,0.000010037865,0.0000012285003],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991708,0.00002912753,0.00058459584,0.000041272924,0.00012606663,0.00004817817],"domain_scores_gemma":[0.9991623,0.000011566213,0.00048473675,0.00007846103,0.00024660132,0.000016346916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017582157,0.00006856139,0.00015046482,0.000117612755,0.000042412685,0.00002879082,0.00006788699,0.000049164137,0.000015283873],"category_scores_gemma":[0.000055875447,0.00004824283,0.000038536757,0.00016215388,0.00003105634,0.00019838395,0.0000103403345,0.000055826513,2.9302706e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000063132106,0.0000066370685,0.000028917984,0.00005492403,0.0000102679605,5.798813e-8,0.000098827775,0.5019399,0.4978077,0.0000043805094,4.9844635e-7,0.000041550436],"study_design_scores_gemma":[0.00005734691,0.000019536094,0.0003959648,0.000082711995,0.00007057017,0.0000035549003,0.000028374583,0.5530304,0.44627342,0.000011022873,8.997437e-8,0.000027056982],"about_ca_topic_score_codex":0.000002323055,"about_ca_topic_score_gemma":4.631632e-7,"teacher_disagreement_score":0.6422378,"about_ca_system_score_codex":0.000020723226,"about_ca_system_score_gemma":0.00003078575,"threshold_uncertainty_score":0.19672856},"labels":[],"label_agreement":null},{"id":"W1979115455","doi":"10.1177/1045389x06056501","title":"A Finite Element for Piezoelectric Multilayered Plates: Combined Higher-order and Piecewise Linear C0 Formulation","year":2006,"lang":"en","type":"article","venue":"Journal of Intelligent Material Systems and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Finite element method; Displacement (psychology); Piezoelectricity; Piecewise linear function; Mathematical analysis; Plane (geometry); Piecewise; Mathematics; Quadratic equation; Geometry; Physics; Structural engineering; Acoustics; Engineering","score_opus":0.007438607902393008,"score_gpt":0.2171307174843547,"score_spread":0.2096921095819617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979115455","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86612207,0.001604691,0.130508,0.000023789225,0.0012916063,0.0003486392,0.00003671811,0.00002803394,0.000036464535],"genre_scores_gemma":[0.9967778,0.00018533046,0.0023446034,0.0000071039503,0.00059677893,0.0000044699923,0.000030716183,0.000019591065,0.000033661865],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989467,0.00001952476,0.0006405932,0.0000999257,0.00014262865,0.00015061274],"domain_scores_gemma":[0.99942935,0.000046122812,0.00022524151,0.00006835643,0.00017797296,0.000052954092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011789111,0.00016918984,0.00033927205,0.00017298551,0.00007693597,0.00016131885,0.00005656343,0.000085590356,0.000028103372],"category_scores_gemma":[0.000010166101,0.00012609926,0.00006168167,0.00009870402,0.000010453893,0.000110226865,0.000011238864,0.00006344463,1.5197105e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035122765,0.000015617901,0.00058740383,0.00031355035,0.00023234749,0.0000037603413,0.00020149635,0.9711631,0.01998203,0.0022196595,0.00048502622,0.004444776],"study_design_scores_gemma":[0.001244736,0.0004306866,0.0029785922,0.000088842055,0.00018850675,0.0000466987,0.00005502757,0.97289395,0.013601668,0.0015899215,0.006582528,0.00029881232],"about_ca_topic_score_codex":0.00006745876,"about_ca_topic_score_gemma":0.000012826145,"teacher_disagreement_score":0.13065569,"about_ca_system_score_codex":0.000043774024,"about_ca_system_score_gemma":0.000007719958,"threshold_uncertainty_score":0.51421785},"labels":[],"label_agreement":null},{"id":"W1981793299","doi":"10.1016/j.jsv.2010.10.003","title":"Nonlinear vibrations of functionally graded doubly curved shallow shells","year":2010,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":186,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; McGill University","keywords":"Galerkin method; Lyapunov exponent; Nonlinear system; Bifurcation; Vibration; Mathematical analysis; Mathematics; Equations of motion; Shell (structure); Ordinary differential equation; Multiple-scale analysis; Partial differential equation; Physics; Classical mechanics; Differential equation; Materials science","score_opus":0.0069369713716183725,"score_gpt":0.20936090566910798,"score_spread":0.20242393429748962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981793299","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8708578,0.00010061298,0.12805249,0.000102569524,0.00038944377,0.000039630464,0.000003557678,0.000012494535,0.0004414288],"genre_scores_gemma":[0.9877842,0.00006211458,0.011760303,0.000021075544,0.00033578894,2.8004968e-7,0.000016438433,0.0000080042,0.000011785763],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940306,0.000010238683,0.00033983937,0.000049934588,0.00014224497,0.000054708926],"domain_scores_gemma":[0.9995572,0.000031293617,0.00013899319,0.00006274406,0.00016553195,0.00004423024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011318019,0.00007137712,0.00014173052,0.00013276363,0.000050975596,0.000057944348,0.000047719386,0.000058720943,0.00010611658],"category_scores_gemma":[0.000015644217,0.000059871436,0.00007211591,0.00013835695,0.000016194757,0.00037789164,0.000005645575,0.00015292183,8.0843296e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041446387,0.000055576194,0.0048832623,0.00004464706,0.0001715493,0.0000014238244,0.00042734738,0.14200407,0.8475876,0.0020717673,0.00019395008,0.002517359],"study_design_scores_gemma":[0.0022225722,0.00044477993,0.08763002,0.00006454929,0.00042179026,0.00015291027,0.0001990414,0.82169026,0.07406619,0.00998951,0.0026408264,0.00047756804],"about_ca_topic_score_codex":0.000001788023,"about_ca_topic_score_gemma":0.000049809503,"teacher_disagreement_score":0.7735214,"about_ca_system_score_codex":0.000007716148,"about_ca_system_score_gemma":0.00001734125,"threshold_uncertainty_score":0.24414864},"labels":[],"label_agreement":null},{"id":"W1982462880","doi":"10.1016/s0045-7949(03)00289-x","title":"Application of a three-dimensional mixed finite element model to the flexure of sandwich plate","year":2003,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Transverse plane; Finite element method; Zigzag; Materials science; Structural engineering; Core (optical fiber); Discontinuity (linguistics); Stress (linguistics); Displacement (psychology); Bending; Composite material; Elasticity (physics); Stiffness; Displacement field; Geometry; Engineering; Mathematics; Mathematical analysis","score_opus":0.0068892752055856495,"score_gpt":0.2056491273088013,"score_spread":0.19875985210321565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982462880","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14139664,0.00019872464,0.85790443,0.00003788961,0.00014200702,0.00018139087,0.000015507738,0.000028553344,0.00009482665],"genre_scores_gemma":[0.9360679,0.0000036787615,0.063793235,0.000058743775,0.000028643904,0.0000058263436,0.00002655462,0.000012409422,0.0000030160968],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992621,0.00001789425,0.00027407246,0.00014285382,0.00018462024,0.00011844002],"domain_scores_gemma":[0.9994918,0.000043641674,0.00006926227,0.0002808759,0.000076882,0.00003751243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006543483,0.00013155697,0.00019759996,0.00008804522,0.000046760644,0.000012088615,0.00017184217,0.00004374445,0.000014431749],"category_scores_gemma":[0.0000061052824,0.00009556204,0.000076663295,0.00024434522,0.000019150213,0.00002822113,0.000032932825,0.000071933166,7.4537724e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008531257,0.000003944599,0.00020691703,0.000020382582,0.00007409788,1.1823573e-7,0.00016412267,0.9858565,0.0037645784,0.0025122606,0.00072303455,0.006665541],"study_design_scores_gemma":[0.00016991864,0.000018212208,0.0034775385,0.000009458411,0.00004222489,0.0000014099413,0.0000054293123,0.984427,0.008835383,0.0024778044,0.000438522,0.00009710937],"about_ca_topic_score_codex":0.000011971011,"about_ca_topic_score_gemma":0.000054837015,"teacher_disagreement_score":0.79467124,"about_ca_system_score_codex":0.000020577541,"about_ca_system_score_gemma":0.000012245062,"threshold_uncertainty_score":0.3896907},"labels":[],"label_agreement":null},{"id":"W1983104886","doi":"10.1016/j.compstruct.2014.03.006","title":"Effect of thickness deformation on large-amplitude vibrations of functionally graded rectangular plates","year":2014,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Vibration; Nonlinear system; Transverse plane; Boundary value problem; Deformation (meteorology); Equations of motion; Displacement (psychology); Geometry; Mathematics; Structural engineering; Mathematical analysis; Materials science; Mechanics; Classical mechanics; Physics; Composite material; Engineering; Acoustics","score_opus":0.0028239710082750705,"score_gpt":0.20535203092434395,"score_spread":0.20252805991606887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983104886","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8824036,0.00018405641,0.11531355,0.000014511744,0.0002983603,0.00018749293,0.00002746164,0.000110668756,0.0014602805],"genre_scores_gemma":[0.99778503,0.00001063294,0.0018401033,0.000020104904,0.00007521872,0.0000052503037,0.00023915726,0.000020054413,0.0000044384064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99901557,0.00010180226,0.00036193966,0.00013960291,0.0002413349,0.00013974533],"domain_scores_gemma":[0.9992799,0.00020088564,0.00012302092,0.00026319822,0.00009328052,0.000039683193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016929308,0.00018782994,0.00033468415,0.00021589937,0.00009143553,0.000025962107,0.00014268508,0.00009689394,0.000057299516],"category_scores_gemma":[0.00003163715,0.00015187068,0.00013318901,0.00027801996,0.000031284388,0.00011534377,0.000021722199,0.0001257681,0.0000019133267],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011335243,0.000012927218,0.001804201,0.00027150352,0.00018554267,2.4106183e-7,0.0003211611,0.7635441,0.21846649,0.012040487,0.00010258089,0.0031374167],"study_design_scores_gemma":[0.0013262994,0.00062020676,0.07173048,0.00011499215,0.00031658733,0.000013817561,0.000017231036,0.3239208,0.59537995,0.0056789173,0.00046159513,0.00041912665],"about_ca_topic_score_codex":0.0000073354186,"about_ca_topic_score_gemma":0.000010444282,"teacher_disagreement_score":0.43962333,"about_ca_system_score_codex":0.00002800316,"about_ca_system_score_gemma":0.0000055113164,"threshold_uncertainty_score":0.6193107},"labels":[],"label_agreement":null},{"id":"W1984175457","doi":"10.1016/j.compstruct.2012.10.029","title":"On Definition of Clamped Conditions in TSDT and FSDT; The Use of Exponential Basis Functions in Solution of Laminated Composites","year":2012,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Finite element method; Boundary value problem; Exponential function; Boundary (topology); Mathematics; Structural engineering; Bending; Mathematical analysis; Materials science; Composite material; Engineering","score_opus":0.02004927050418093,"score_gpt":0.220157270326033,"score_spread":0.20010799982185207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984175457","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995001,0.00028708804,0.0041158088,0.000018033992,0.00012464199,0.00016096017,0.00008601018,0.00001781175,0.00018863719],"genre_scores_gemma":[0.9977182,0.00004393431,0.0019833443,0.000009753996,0.000019093173,0.000005849054,0.0002058463,0.0000121851635,0.0000017531727],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9990958,0.0000899604,0.00042589701,0.00010320873,0.0001385188,0.00014661587],"domain_scores_gemma":[0.99938196,0.00022465587,0.00012320616,0.00017881705,0.00006301284,0.000028352782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007304046,0.0001353695,0.00027344946,0.00038640946,0.000047959536,0.000012271635,0.00007140163,0.00008124205,0.000043376964],"category_scores_gemma":[0.000018741765,0.00011296618,0.00006674593,0.00043472543,0.00010687237,0.00017388814,0.000027611917,0.00013320523,2.6317548e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012522799,0.000100850964,0.06973041,0.00013244111,0.00012272122,5.8552894e-7,0.0013481374,0.3170614,0.60050416,0.0099877035,0.00012988235,0.00075649656],"study_design_scores_gemma":[0.0006957227,0.00006832441,0.8632862,0.00011646734,0.00013306661,0.0000065230925,0.0000876199,0.058429968,0.07557661,0.0014057412,0.000023857234,0.00016992904],"about_ca_topic_score_codex":0.00016522862,"about_ca_topic_score_gemma":0.00019768259,"teacher_disagreement_score":0.79355574,"about_ca_system_score_codex":0.000033555472,"about_ca_system_score_gemma":0.0000053552935,"threshold_uncertainty_score":0.46066272},"labels":[],"label_agreement":null},{"id":"W1986140074","doi":"10.1142/s0219455403000860","title":"Analysis of Toroidal Shells Using the Differential Quadrature Method","year":2003,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Statics; Toroid; Finite element method; Quadrature (astronomy); Vibration; Buckling; Parametric statistics; Structural engineering; Differential (mechanical device); Nyström method; Numerical analysis; Numerical integration; Computer science; Mathematics; Mathematical analysis; Engineering; Physics; Classical mechanics; Acoustics; Boundary value problem; Electronic engineering","score_opus":0.006741180819253655,"score_gpt":0.25658933394799227,"score_spread":0.24984815312873862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986140074","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.784557,0.00019499334,0.21468394,0.000030183934,0.00039002622,0.000025218049,0.00003763187,0.000003653036,0.000077384226],"genre_scores_gemma":[0.9919226,0.000038576134,0.007956649,0.000008918604,0.000053596297,1.0337359e-7,0.000012843858,0.000005038191,0.0000016651611],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907035,0.00007264149,0.00041922263,0.00007711225,0.00028499874,0.00007567222],"domain_scores_gemma":[0.99926126,0.00009917735,0.00018364635,0.000093064875,0.00032599518,0.000036872618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018293402,0.00010117793,0.0002624939,0.00016014815,0.000041262687,0.000058975755,0.00017371261,0.000054513148,0.00019002637],"category_scores_gemma":[0.000038807877,0.00006590352,0.00021595585,0.00025962185,0.00004767415,0.00014044091,0.000019804513,0.00016614923,1.7577065e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052058065,0.000009440867,0.02842816,0.000013794065,0.002649492,0.0000023880348,0.0006375011,0.95185655,0.0069947233,0.004750664,0.0000017967818,0.00460345],"study_design_scores_gemma":[0.00016389506,0.00001431542,0.030510863,0.0000057866,0.00065783033,0.000033731034,0.00020432463,0.96616924,0.0011831376,0.0009687404,0.000014684641,0.00007347518],"about_ca_topic_score_codex":0.00002858239,"about_ca_topic_score_gemma":0.00014457181,"teacher_disagreement_score":0.20736565,"about_ca_system_score_codex":0.00012010409,"about_ca_system_score_gemma":0.000015559966,"threshold_uncertainty_score":0.26874676},"labels":[],"label_agreement":null},{"id":"W1986920782","doi":"10.1016/j.ijadhadh.2011.09.005","title":"A multi-objective optimization procedure for bonded tubular-lap joints subjected to axial loading","year":2011,"lang":"en","type":"article","venue":"International Journal of Adhesion and Adhesives","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Adhesive; Materials science; Joint (building); Parametric statistics; Finite element method; Structural engineering; Rivet; Adhesive bonding; Lap joint; Stress (linguistics); Composite material; Layer (electronics); Engineering; Mathematics","score_opus":0.014849106735166626,"score_gpt":0.24581638077109425,"score_spread":0.23096727403592762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986920782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6978958,0.00043330275,0.29939148,0.00022576808,0.0011694466,0.00038714227,0.000023078563,0.00007414538,0.00039981774],"genre_scores_gemma":[0.9225032,0.00014097415,0.07695823,0.00009452729,0.00022314972,0.0000056847357,0.00001079603,0.000022159222,0.00004127852],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99913335,0.000019368343,0.00038287925,0.00013185856,0.0002134632,0.000119070595],"domain_scores_gemma":[0.99906784,0.000041982894,0.00011774411,0.00005625952,0.0006075063,0.00010869078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000105942636,0.00014266529,0.00020799752,0.00037780675,0.000055032473,0.00006604775,0.00016663579,0.000064743246,0.0000698403],"category_scores_gemma":[0.00014063972,0.00012432135,0.00011844081,0.00013230283,0.00001591567,0.00028416188,0.000026651676,0.000097009295,0.0000016302317],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014769885,0.0002793685,0.004029365,0.00011474456,0.0012505488,0.000059785143,0.010700905,0.1333622,0.84120387,0.0004043318,0.0014876779,0.0056302142],"study_design_scores_gemma":[0.0037678464,0.00071768,0.023147846,0.0005128268,0.00025210672,0.00023786818,0.0011101118,0.27673396,0.6917972,0.0004128269,0.0006975249,0.0006121798],"about_ca_topic_score_codex":0.000004042402,"about_ca_topic_score_gemma":0.000008766986,"teacher_disagreement_score":0.22460738,"about_ca_system_score_codex":0.00006724513,"about_ca_system_score_gemma":0.000027549411,"threshold_uncertainty_score":0.5069678},"labels":[],"label_agreement":null},{"id":"W1987315143","doi":"10.1016/j.oceaneng.2009.12.001","title":"Vibration analysis of rectangular Mindlin plates on elastic foundations and vertically in contact with stationary fluid by the Ritz method","year":2009,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Ritz method; Boundary value problem; Vibration; Mathematical analysis; Displacement (psychology); Timoshenko beam theory; Mathematics; Fourier series; Beam (structure); Geometry; Boundary (topology); Plate theory; Cartesian coordinate system; Structural engineering; Engineering; Physics; Acoustics","score_opus":0.0024813408201785165,"score_gpt":0.1993235586891774,"score_spread":0.1968422178689989,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987315143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52013147,0.00013432623,0.47945225,0.00006355399,0.000013508992,0.00007031326,0.00000852977,0.000034374323,0.00009166524],"genre_scores_gemma":[0.9891637,0.000020153306,0.01068979,0.000019210009,0.000009076062,0.0000013017591,0.0000841655,0.000009365527,0.0000032489563],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995089,0.000014373756,0.00018237704,0.00010360929,0.0001018103,0.00008891706],"domain_scores_gemma":[0.9996665,0.00016041276,0.0000210537,0.000102451224,0.000024907533,0.000024649251],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008065195,0.000097732656,0.00016708355,0.00024650633,0.000025477513,0.000025648633,0.00004416879,0.000030469351,0.000010744299],"category_scores_gemma":[0.000024040097,0.00007586311,0.0000319731,0.00066239585,0.000005403512,0.0000892926,0.0000032246746,0.00007452435,1.7533287e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011092145,0.0000079035335,0.00028223547,0.0000063541247,0.00018460589,8.1150347e-7,0.00019228041,0.9798785,0.017655438,0.0006675965,0.00001918325,0.0010940336],"study_design_scores_gemma":[0.00014104019,0.000057827758,0.037425768,0.000019509594,0.00024524413,0.0000010848967,0.000020492023,0.9594319,0.0025230453,0.000021368052,0.00002925787,0.00008347089],"about_ca_topic_score_codex":0.0000062998715,"about_ca_topic_score_gemma":0.000015523152,"teacher_disagreement_score":0.46903223,"about_ca_system_score_codex":0.00003631851,"about_ca_system_score_gemma":0.0000045666084,"threshold_uncertainty_score":0.30936077},"labels":[],"label_agreement":null},{"id":"W1987638416","doi":"10.1007/s11071-006-9038-8","title":"Nonlinear transient dynamic response of damped plates using a higher order shear deformation theory","year":2006,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Advanced Micro Devices (Canada)","funders":"","keywords":"Finite element method; Mass matrix; Nonlinear system; Damping matrix; Spurious relationship; von Mises yield criterion; Transient response; Mechanics; Transient (computer programming); Degrees of freedom (physics and chemistry); Mathematics; Mathematical analysis; Structural engineering; Classical mechanics; Physics; Engineering; Stiffness matrix; Computer science","score_opus":0.0038323229858694325,"score_gpt":0.2116928605724521,"score_spread":0.20786053758658266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987638416","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77215743,0.00011188611,0.22691847,0.00002496652,0.00015175188,0.00011935929,0.00008642567,0.00011276447,0.00031691577],"genre_scores_gemma":[0.90482813,0.000022681037,0.094291605,0.000016688264,0.00007214053,0.0000020019222,0.00062263315,0.00005483528,0.00008926783],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889773,0.00006760456,0.00046306185,0.00015730053,0.00020390353,0.00021038641],"domain_scores_gemma":[0.99940574,0.00007510104,0.00008548602,0.00025450042,0.00014193119,0.000037220063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024064221,0.00020020532,0.00026254912,0.00022686175,0.00006347541,0.00003161334,0.00011748392,0.00013774556,0.000064440675],"category_scores_gemma":[0.000011989978,0.000190798,0.00011159171,0.0005131687,0.000044906767,0.00015760388,0.000017592914,0.00014624326,0.0000044507624],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013801064,0.000039441587,0.0001297096,0.000048188253,0.000053355332,0.0000021258832,0.00013485059,0.9826854,0.015316554,0.0003091691,0.0000047845256,0.0011384404],"study_design_scores_gemma":[0.00036913698,0.000027913284,0.0023623211,0.000027387481,0.00009621434,0.0000065829195,0.000046220925,0.9953636,0.0011067907,0.00017323672,0.00022037007,0.00020021413],"about_ca_topic_score_codex":0.000049675462,"about_ca_topic_score_gemma":0.0001284966,"teacher_disagreement_score":0.13267069,"about_ca_system_score_codex":0.0002002763,"about_ca_system_score_gemma":0.000030898853,"threshold_uncertainty_score":0.7780517},"labels":[],"label_agreement":null},{"id":"W1988020105","doi":"10.1134/s1028335813040083","title":"Topological method of solving boundary-value problems and block elements","year":2013,"lang":"en","type":"article","venue":"Doklady Physics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Block (permutation group theory); Topology (electrical circuits); Boundary value problem; Boundary (topology); Value (mathematics); Computer science; Mathematics; Mathematical analysis; Geometry; Combinatorics","score_opus":0.008067570182219617,"score_gpt":0.23006817602608157,"score_spread":0.22200060584386194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988020105","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.53152275,0.00048834976,0.46192548,0.000056464618,0.00016675545,0.0003613752,0.000012300219,0.00014873187,0.0053178095],"genre_scores_gemma":[0.9573746,0.000038551192,0.04244123,0.000022709659,0.000066501205,0.0000066408184,0.000015844458,0.000011560656,0.00002239393],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99949193,0.000017253706,0.00017523386,0.00010494218,0.000092077506,0.000118574266],"domain_scores_gemma":[0.99975055,0.000023784021,0.00003803138,0.00011465908,0.000040790153,0.000032158292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000050730636,0.000093261464,0.00016342501,0.000022282866,0.00004152324,0.000041890522,0.000059898546,0.00003616808,0.000051955005],"category_scores_gemma":[0.0000035672404,0.00008013391,0.000040550658,0.000119526856,0.000021224863,0.00010415611,0.000033404096,0.00006984251,0.0000035326173],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003906139,0.00007829432,0.006476564,0.00023674092,0.0004893258,9.578708e-7,0.0017858887,0.7289336,0.1580826,0.0135682095,0.0010793111,0.08926462],"study_design_scores_gemma":[0.00022675715,0.000042623873,0.0041875225,0.000018745142,0.000085282634,0.000002376029,0.000033530647,0.9701199,0.010342111,0.013863505,0.0008875887,0.00019007157],"about_ca_topic_score_codex":0.000042972184,"about_ca_topic_score_gemma":0.000003689052,"teacher_disagreement_score":0.42585182,"about_ca_system_score_codex":0.000013951543,"about_ca_system_score_gemma":0.0000029529779,"threshold_uncertainty_score":0.3267766},"labels":[],"label_agreement":null},{"id":"W1988163016","doi":"10.1006/jsvi.2000.3073","title":"GENERAL EQUATIONS OF ANISOTROPIC PLATES AND SHELLS INCLUDING TRANSVERSE SHEAR DEFORMATIONS, ROTARY INERTIA AND INITIAL CURVATURE EFFECTS","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":146,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal; National Research Council Canada","funders":"","keywords":"Rotary inertia; Curvature; Transverse plane; Stress resultants; Virtual work; Transverse shear; Anisotropy; Inertia; Conical surface; Shear (geology); Mechanics; Geometry; Shell (structure); Shear stress; Classical mechanics; Physics; Materials science; Mathematics; Structural engineering; Engineering; Composite material; Finite element method; Optics","score_opus":0.006722121072229108,"score_gpt":0.22104157544086508,"score_spread":0.21431945436863598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988163016","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9573447,0.00094264856,0.04146085,0.000052438903,0.000040017592,0.000050070634,0.000009551602,0.0000071297072,0.00009256154],"genre_scores_gemma":[0.9954798,0.00058282,0.003776486,0.00002193544,0.00010382046,4.1086776e-7,0.000026063506,0.000005242629,0.00000341606],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995785,0.000018502085,0.00023407112,0.000042002768,0.00007536676,0.00005159497],"domain_scores_gemma":[0.9997939,0.000048327598,0.000058459933,0.000028338487,0.000034948414,0.000036061276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004995953,0.00006844521,0.000131895,0.00010072499,0.00007682261,0.00005000801,0.0000184558,0.000048333095,0.00006977783],"category_scores_gemma":[0.000007862527,0.000057338642,0.000025528389,0.00008953418,0.000018813487,0.0005068624,0.0000040101986,0.00008291727,1.655666e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014954685,0.000054179858,0.0052664215,0.0006134963,0.0004570037,0.000008716831,0.008613758,0.79868215,0.09447631,0.0012443294,0.00039121855,0.090042874],"study_design_scores_gemma":[0.0013767445,0.00027945492,0.028116617,0.00016198703,0.0002955794,0.00009523285,0.00015295218,0.95983213,0.006987026,0.0021335168,0.00034987688,0.0002189034],"about_ca_topic_score_codex":0.0000037967395,"about_ca_topic_score_gemma":0.0000075653265,"teacher_disagreement_score":0.16114998,"about_ca_system_score_codex":0.000010284385,"about_ca_system_score_gemma":0.0000059258614,"threshold_uncertainty_score":0.2338202},"labels":[],"label_agreement":null},{"id":"W1988452561","doi":"10.1007/s10999-010-9133-3","title":"Exact and numerical elastodynamic solutions for spherically symmetric problems of functionally graded thick-walled spheres subjected to pressure shocks","year":2010,"lang":"en","type":"article","venue":"International Journal of Mechanics and Materials in Design","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"SPHERES; Eigenfunction; Isotropy; Functionally graded material; Mathematical analysis; Solid mechanics; Exact solutions in general relativity; Transient (computer programming); Power law; Displacement (psychology); RADIUS; Mathematics; Material properties; Physics; Mechanics; Computer science; Optics","score_opus":0.009465337563965717,"score_gpt":0.220694354086671,"score_spread":0.2112290165227053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988452561","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20129494,0.00017118512,0.79740816,0.00007802933,0.0008172522,0.00018228895,0.00002464861,0.000009921076,0.000013563334],"genre_scores_gemma":[0.956169,0.00012067217,0.043543227,0.000018937946,0.00010959649,0.000008786518,0.0000071519707,0.0000150194355,0.000007580056],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99905556,0.000037568854,0.000476494,0.000102838705,0.00021030675,0.00011724619],"domain_scores_gemma":[0.9992662,0.00013194958,0.00016236183,0.000057898702,0.00032340153,0.00005820646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003873724,0.00010953143,0.00025905695,0.00022531967,0.00002756672,0.00006834255,0.00015022045,0.00008521251,0.00006620941],"category_scores_gemma":[0.00013344646,0.00009452871,0.000045667053,0.00014454008,0.000007665846,0.00010110859,0.00003792478,0.00011249501,1.5064872e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024817273,0.00004379387,0.000030341851,0.000040623087,0.00025763983,0.000002517986,0.00009195987,0.18748072,0.8027744,0.0074405954,0.00012016525,0.0014690451],"study_design_scores_gemma":[0.0031954632,0.00091188296,0.0049522375,0.00027106906,0.00037041746,0.0002567108,0.00010372253,0.87994844,0.06810929,0.040376693,0.00097152166,0.0005325669],"about_ca_topic_score_codex":0.000018282126,"about_ca_topic_score_gemma":0.000037685822,"teacher_disagreement_score":0.7548741,"about_ca_system_score_codex":0.000022601635,"about_ca_system_score_gemma":0.00003302292,"threshold_uncertainty_score":0.3854769},"labels":[],"label_agreement":null},{"id":"W1990673745","doi":"10.1115/1.2070007","title":"Transient Response ofTransversely Isotropic Composite Plates to a PointSource","year":2005,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba","keywords":"Transverse isotropy; Transient response; Mathematical analysis; Transient (computer programming); Fourier transform; Isotropy; Finite element method; Integral transform; Time domain; Fourier series; Steady state (chemistry); Wave equation; Frequency domain; Mechanics; Physics; Geometry; Mathematics; Optics; Engineering; Computer science","score_opus":0.003459703413044944,"score_gpt":0.1822653170291974,"score_spread":0.17880561361615246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990673745","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42549643,0.00011550164,0.57310444,0.00041774692,0.00014494848,0.00010487394,0.000004248299,0.000047011392,0.00056478893],"genre_scores_gemma":[0.957445,0.000050714738,0.042028926,0.00029447654,0.00014080812,0.0000011434673,0.000001650106,0.000025187475,0.000012079634],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99908125,0.00001440045,0.00041055723,0.00008897619,0.00023913627,0.00016567892],"domain_scores_gemma":[0.9995686,0.00003619346,0.00007839632,0.00012570889,0.000074293195,0.00011684314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002109921,0.00014004757,0.00026449314,0.00025123052,0.00004412423,0.000035050165,0.00016023622,0.00006351777,0.000072219365],"category_scores_gemma":[0.0000038373646,0.00012805584,0.00013035898,0.00026439654,0.0000035135945,0.00007365112,0.000009244576,0.0001920456,0.000017475382],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054466317,0.000015465535,4.796218e-7,0.000008411875,0.000082971135,0.00000609009,0.0010046762,0.7458566,0.24603705,0.00052877684,0.00042864875,0.0054862127],"study_design_scores_gemma":[0.0030597677,0.00051858014,0.000280016,0.000105576124,0.000547823,0.00021555852,0.0004916818,0.64171505,0.2018643,0.0009579926,0.14951889,0.00072474615],"about_ca_topic_score_codex":4.4418968e-7,"about_ca_topic_score_gemma":0.0000051162424,"teacher_disagreement_score":0.53194857,"about_ca_system_score_codex":0.00012392599,"about_ca_system_score_gemma":0.000012990023,"threshold_uncertainty_score":0.5221966},"labels":[],"label_agreement":null},{"id":"W1991874667","doi":"10.1139/l05-109","title":"A numerical method for static and free-vibration analysis of non-uniform Timoshenko beam–columns","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Substructure; Timoshenko beam theory; Structural engineering; Buckling; Vibration; Beam (structure); Numerical analysis; Stiffness; Bending; Bending stiffness; Nonlinear system; Natural frequency; Mathematics; Mathematical analysis; Engineering; Physics","score_opus":0.002707556084644256,"score_gpt":0.18860586965415835,"score_spread":0.18589831356951408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991874667","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01882554,0.00028759622,0.9804021,0.00003669357,0.000098956145,0.00006666465,0.00003328779,0.000009528942,0.00023961617],"genre_scores_gemma":[0.9349734,0.000009153211,0.064871974,0.000009615899,0.00008121429,0.0000021888613,0.000024265282,0.00002019409,0.000008002183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992327,0.000005710116,0.00041323845,0.00007247138,0.00009940511,0.00017644258],"domain_scores_gemma":[0.9994205,0.000074496245,0.00009701839,0.000114162314,0.00012337923,0.00017043341],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015863872,0.000114950584,0.00036620712,0.00082843006,0.000035162433,0.000045553443,0.000104463514,0.000052734136,0.00004561857],"category_scores_gemma":[0.00003785584,0.00011983581,0.0001581339,0.00068481325,0.000008695983,0.00014721806,0.0000035536682,0.00009212,7.215028e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020094442,0.0000018463353,0.00043720062,0.00004942429,0.00041451424,0.0000029349173,0.00013247349,0.99609643,0.0019210303,0.00011016166,0.00040683124,0.00042511296],"study_design_scores_gemma":[0.00021477795,0.00003489497,0.0064431466,0.00002416434,0.00070939556,0.000008747533,0.000016172846,0.9910704,0.0006895398,0.00009492134,0.00057932985,0.00011454568],"about_ca_topic_score_codex":0.0010627696,"about_ca_topic_score_gemma":0.050615713,"teacher_disagreement_score":0.9161478,"about_ca_system_score_codex":0.000101084675,"about_ca_system_score_gemma":0.00006522552,"threshold_uncertainty_score":0.96670806},"labels":[],"label_agreement":null},{"id":"W1993990714","doi":"10.1016/j.compstruct.2014.08.021","title":"Effect of structural parameters on design of variable-stiffness composite cylinders made by fiber steering","year":2014,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Stiffness; Structural engineering; Bending stiffness; Cylinder; Composite number; Materials science; Aspect ratio (aeronautics); Bending; RADIUS; Finite element method; Specific modulus; Composite material; Mathematics; Engineering; Computer science; Geometry","score_opus":0.004774000298743167,"score_gpt":0.2088828532338342,"score_spread":0.20410885293509104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993990714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91158754,0.00030567803,0.08645929,0.00000684678,0.00038464103,0.00037079895,0.000055707733,0.00014740706,0.0006821039],"genre_scores_gemma":[0.9848571,0.000008733556,0.014835473,0.000025574818,0.000053869597,0.000006790621,0.00012858809,0.00006608491,0.000017802398],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99803096,0.00026127705,0.00060126925,0.0003574786,0.00039383298,0.0003551851],"domain_scores_gemma":[0.99838144,0.00069837173,0.00021318684,0.000508534,0.000082687104,0.00011576174],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020360314,0.00047633008,0.000818719,0.0002608933,0.000102618156,0.00005576256,0.00040467715,0.00018132698,0.00009134158],"category_scores_gemma":[0.000032822183,0.00040477762,0.00018456193,0.00039914454,0.00011782857,0.00011887459,0.000056415178,0.00027436594,0.0000023105665],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020328433,0.0000043177797,0.00039781362,0.0002312704,0.00022008282,5.85638e-7,0.000087764296,0.72905046,0.26100877,0.00018822482,0.00011608294,0.008491355],"study_design_scores_gemma":[0.0012695687,0.00044066278,0.0062300568,0.00013269005,0.00033514915,0.000011132936,0.000005381457,0.48430434,0.5062072,0.00045714315,0.00009030828,0.0005163608],"about_ca_topic_score_codex":0.00004349319,"about_ca_topic_score_gemma":8.061368e-7,"teacher_disagreement_score":0.24519846,"about_ca_system_score_codex":0.000067495224,"about_ca_system_score_gemma":0.0000080670425,"threshold_uncertainty_score":0.99984044},"labels":[],"label_agreement":null},{"id":"W1994444982","doi":"10.1007/s11071-013-0993-6","title":"Effect of boundary condition nonlinearities on free large-amplitude vibrations of rectangular plates","year":2013,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Boundary value problem; Nonlinear system; Vibration; Boundary (topology); Cantilever; Mathematical analysis; Mathematics; Plane (geometry); Geometry; Physics; Materials science; Acoustics; Composite material","score_opus":0.0019056362729427294,"score_gpt":0.20757413054657822,"score_spread":0.20566849427363548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1994444982","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9488711,0.00016929963,0.048504416,0.0000393326,0.00016934554,0.00026668046,0.0004776534,0.0001029658,0.001399225],"genre_scores_gemma":[0.98616385,0.000050779832,0.012290978,0.0000146006505,0.00008115231,0.000010640761,0.0013238214,0.000030720275,0.000033467557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992559,0.000034904177,0.00030497232,0.00011168466,0.00016143483,0.00013110525],"domain_scores_gemma":[0.99935573,0.00013795447,0.00007268495,0.0002973534,0.000103855244,0.00003241577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009781057,0.00014092433,0.00027168618,0.0001440861,0.000050408977,0.000030615352,0.00012927217,0.00009795018,0.00013373775],"category_scores_gemma":[0.00004443986,0.00012889245,0.00010716918,0.00020365336,0.00004139107,0.00012885664,0.000026367605,0.0001233077,0.000006452579],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000593813,0.00014070592,0.0035337799,0.00067602424,0.00042877582,0.0000024093447,0.0003869605,0.96002346,0.022963922,0.0031500084,0.0006034583,0.008031137],"study_design_scores_gemma":[0.00036633445,0.00020595375,0.0013571009,0.000043403226,0.00006499303,0.0000013676706,0.000026694572,0.9854664,0.0119097065,0.00032651704,0.000117094816,0.00011438465],"about_ca_topic_score_codex":0.00004393977,"about_ca_topic_score_gemma":0.00014279521,"teacher_disagreement_score":0.037292756,"about_ca_system_score_codex":0.000049911974,"about_ca_system_score_gemma":0.000011856257,"threshold_uncertainty_score":0.5256081},"labels":[],"label_agreement":null},{"id":"W1994466696","doi":"10.1115/detc2010-28625","title":"Nonlinear Vibration of Plates and Higher Order Theory for Different Boundary Conditions","year":2010,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Plate theory; Isotropy; Boundary value problem; Nonlinear system; Vibration; Composite plate; Structural engineering; Physics; Mathematical analysis; Mechanics; Materials science; Composite number; Geometry; Classical mechanics; Mathematics; Engineering; Acoustics; Composite material; Optics","score_opus":0.0031896808803507,"score_gpt":0.20735807288318778,"score_spread":0.20416839200283707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1994466696","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76565844,0.00005400834,0.23156866,0.00007256829,0.00021953556,0.00011785593,0.000032850858,0.00006459522,0.0022115058],"genre_scores_gemma":[0.98810005,0.0000091054935,0.01153483,0.000020511978,0.000053499374,0.000005125143,0.00012665648,0.000007870543,0.00014235011],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978906,0.0000037074046,0.000087483415,0.000049288716,0.000028271359,0.000042205338],"domain_scores_gemma":[0.99982154,0.000052619827,0.000012512399,0.00006006098,0.00003752013,0.000015719581],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00002517883,0.000049290404,0.000072651,0.000036620826,0.00003525996,0.000019372068,0.000019730021,0.000033902917,0.00042242664],"category_scores_gemma":[0.0000048544357,0.000037628462,0.000021017884,0.000041549236,0.000021005595,0.00005388627,0.0000051316183,0.000036495527,3.9550378e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038733655,0.00006940022,0.0023636024,0.00016385812,0.00035669922,2.4812647e-7,0.00037191,0.03237994,0.79835814,0.15349345,0.0014115126,0.010992497],"study_design_scores_gemma":[0.00058073475,0.000051233717,0.027568681,0.000008640489,0.00014303648,0.000001641482,0.000030545678,0.8561419,0.09358462,0.016758202,0.004911075,0.0002196534],"about_ca_topic_score_codex":0.0000016231803,"about_ca_topic_score_gemma":0.00004454954,"teacher_disagreement_score":0.823762,"about_ca_system_score_codex":0.0000023996324,"about_ca_system_score_gemma":0.0000024663698,"threshold_uncertainty_score":0.46252754},"labels":[],"label_agreement":null},{"id":"W1994729145","doi":"10.1115/1.3187177","title":"Linear and Nonlinear Dynamic Responses of Various Shaped Laminated Composite Plates","year":2009,"lang":"en","type":"article","venue":"Journal of Computational and Nonlinear Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Nonlinear system; Stiffening; Vibration; Mathematics; Displacement (psychology); Mathematical analysis; Fourier series; Geometry; Plate theory; Equations of motion; Fourier transform; Transient response; Structural engineering; Physics; Classical mechanics; Engineering; Boundary value problem; Acoustics","score_opus":0.003314541591111503,"score_gpt":0.22331194005790875,"score_spread":0.21999739846679725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1994729145","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9197087,0.00068791525,0.07915952,0.00021587547,0.00006741003,0.00005043873,0.00004853966,0.000021401305,0.000040191495],"genre_scores_gemma":[0.8866348,0.00037846796,0.1127529,0.000044328404,0.00006162726,1.1060508e-7,0.00009537976,0.000013012235,0.000019367892],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99901175,0.000031890184,0.0005374323,0.00009679977,0.00021409316,0.000108043634],"domain_scores_gemma":[0.9991811,0.00016891408,0.00020762446,0.000058872807,0.00030720347,0.00007629804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015184649,0.00015164386,0.0003434895,0.00026831735,0.00005771492,0.000034666904,0.00008395853,0.0000755804,0.0000056318618],"category_scores_gemma":[0.000021088323,0.00013366832,0.000077929886,0.00021744361,0.0000495302,0.00013562283,0.000017651928,0.0001904348,3.4914626e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019142366,0.00006136245,0.0008069158,0.000045788147,0.00014793157,0.000024136865,0.00017874416,0.9831869,0.0027001142,0.00015753081,0.00000566514,0.01249351],"study_design_scores_gemma":[0.00058027834,0.00022143795,0.025194127,0.000053109117,0.00009844273,0.00024209119,0.000023140768,0.9720168,0.0000927786,0.0013067194,0.000044575405,0.00012645862],"about_ca_topic_score_codex":0.0000026365333,"about_ca_topic_score_gemma":0.000008738241,"teacher_disagreement_score":0.03359338,"about_ca_system_score_codex":0.000038043436,"about_ca_system_score_gemma":0.00003071087,"threshold_uncertainty_score":0.5450836},"labels":[],"label_agreement":null},{"id":"W1995189741","doi":"10.1115/imece2013-62254","title":"Large Amplitude Vibrations of Laminated Rectangular Plates With Free Edges","year":2013,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Mathematical analysis; Chebyshev polynomials; Vibration; Mathematics; Normal mode; Bifurcation; Discretization; Modal analysis; Physics; Acoustics","score_opus":0.0026715244759563258,"score_gpt":0.16685300301877587,"score_spread":0.16418147854281953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995189741","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44366294,0.00022059666,0.5377135,0.00009777108,0.000042704174,0.00017984788,0.000011728689,0.00025050255,0.017820412],"genre_scores_gemma":[0.9876371,0.000013116683,0.012107367,0.000011515344,0.000014331741,0.0000065828995,0.000037683832,0.000010759434,0.00016155152],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996703,0.0000053590384,0.00011025751,0.000064728214,0.00006369844,0.00008565258],"domain_scores_gemma":[0.999702,0.000016370792,0.000016403348,0.00017514863,0.00006807886,0.000022035698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000017893688,0.00006743491,0.00010148529,0.000061850216,0.000025497811,0.000025276378,0.00007205116,0.000029565672,0.0008511064],"category_scores_gemma":[0.0000052443625,0.00004933021,0.000023411802,0.00019746763,0.000008845584,0.000115737625,0.000013046316,0.000034370325,0.000007340803],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011918339,0.00010030652,0.011914145,0.0001437999,0.00084410445,0.0000030612428,0.001997111,0.7038519,0.2402151,0.019776924,0.016514895,0.004626743],"study_design_scores_gemma":[0.00075199216,0.000092450835,0.049616136,0.000038096157,0.00013084085,0.000004487097,0.00038758412,0.79166394,0.15366226,0.0016854255,0.0015667491,0.00040004295],"about_ca_topic_score_codex":0.000042622774,"about_ca_topic_score_gemma":0.00019403828,"teacher_disagreement_score":0.54397416,"about_ca_system_score_codex":0.000008605363,"about_ca_system_score_gemma":0.0000028714053,"threshold_uncertainty_score":0.9319018},"labels":[],"label_agreement":null},{"id":"W1995706852","doi":"10.4271/2011-01-1688","title":"Application of Boundary Characteristic Orthogonal Polynomials on Vibration of Circular Plates with Circular Eccentric Holes","year":2011,"lang":"en","type":"article","venue":"SAE International Journal of Passenger Cars - Mechanical Systems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Eccentric; Vibration; Boundary (topology); Mathematics; Mathematical analysis; Orthogonal polynomials; Geometry; Boundary value problem; Physics; Acoustics; Quantum mechanics","score_opus":0.008446193382797491,"score_gpt":0.20425076057270483,"score_spread":0.19580456718990735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995706852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69533014,0.000500385,0.30291227,0.000024234403,0.00083800324,0.00018222448,0.000047182177,0.00001991516,0.00014565757],"genre_scores_gemma":[0.9987997,0.00008175752,0.0007424491,0.0000117849995,0.00028330542,0.0000056214803,0.000049208847,0.000024511746,0.0000016806189],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980621,0.00007462809,0.00093091576,0.00014248483,0.00067032856,0.00011959384],"domain_scores_gemma":[0.99848366,0.000068854024,0.0007211953,0.00016487791,0.00048531836,0.000076084536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002751363,0.00016509029,0.000439395,0.00033988795,0.000024640429,0.000038412312,0.00028821474,0.00010677035,0.000031842206],"category_scores_gemma":[0.000027097323,0.0001354454,0.00018876596,0.0001984262,0.000034118548,0.00019122506,0.000018374034,0.00016674612,0.0000015915732],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003983484,0.0002738374,0.008350533,0.00026863403,0.0027845888,0.00007437948,0.0005622525,0.1214373,0.8541491,0.007478037,0.000058280275,0.0041646766],"study_design_scores_gemma":[0.0055703875,0.0020283381,0.18934664,0.0022390422,0.001961117,0.0013076887,0.0007065522,0.512659,0.27878216,0.0018137846,0.0021483586,0.0014369258],"about_ca_topic_score_codex":0.000026110709,"about_ca_topic_score_gemma":0.000005057933,"teacher_disagreement_score":0.575367,"about_ca_system_score_codex":0.000109119545,"about_ca_system_score_gemma":0.000047362424,"threshold_uncertainty_score":0.5523303},"labels":[],"label_agreement":null},{"id":"W1995973420","doi":"10.1115/imece2012-85615","title":"A New Nonlinear Higher-Order Shear Deformation Theory With Thickness Variation for Large-Amplitude Vibrations of Laminated Doubly Curved Shells","year":2012,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Curvilinear coordinates; Vibration; Amplitude; Geometry; Shear (geology); Shell (structure); Mechanics; Deformation (meteorology); Physics; Classical mechanics; Mathematical analysis; Structural engineering; Mathematics; Materials science; Optics; Engineering; Acoustics; Composite material","score_opus":0.006524741740789828,"score_gpt":0.21697535636021606,"score_spread":0.21045061461942624,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995973420","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0066771028,0.00007963201,0.9905517,0.000061000785,0.00013115641,0.00028880016,0.000015898819,0.00012788929,0.002066837],"genre_scores_gemma":[0.7865129,0.000009411099,0.21270695,0.000035802936,0.00013349274,0.000015222739,0.00032216182,0.000025336378,0.00023870436],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992926,0.000028745279,0.00026802564,0.000090369685,0.00013176925,0.0001884558],"domain_scores_gemma":[0.9994365,0.00007001103,0.00006982128,0.00016886156,0.0001960684,0.00005872898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023890052,0.0001285192,0.00017133362,0.000113509544,0.00006755503,0.000037603375,0.00006879203,0.0000848795,0.0004186124],"category_scores_gemma":[0.000011129187,0.000099356206,0.000050650342,0.00039801086,0.00000541881,0.00054776954,0.000010994053,0.0000616484,0.0000051373218],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001542683,0.00012550755,0.0007583475,0.000198656,0.00044816072,9.266931e-8,0.0034149492,0.825489,0.023635933,0.14039949,0.000483593,0.0048920363],"study_design_scores_gemma":[0.0015792964,0.00007747619,0.022618182,0.000030377574,0.0003132213,0.0000026567648,0.000116572926,0.9601079,0.011386943,0.0009492816,0.002465409,0.0003526601],"about_ca_topic_score_codex":0.000025790141,"about_ca_topic_score_gemma":0.00003429723,"teacher_disagreement_score":0.7798358,"about_ca_system_score_codex":0.00003500518,"about_ca_system_score_gemma":0.000022985108,"threshold_uncertainty_score":0.45835122},"labels":[],"label_agreement":null},{"id":"W1996634181","doi":"10.1007/s00707-003-0035-4","title":"Thermomechanical postbuckling analysis of functionally graded plates and shallow cylindrical shells","year":2003,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Solid mechanics; Boundary value problem; Material properties; Buckling; Functionally graded material; Deflection (physics); Shell (structure); Composite material; Volume fraction; Transverse plane; Mechanics; Structural engineering; Mathematics; Classical mechanics; Mathematical analysis; Physics","score_opus":0.005343739972761796,"score_gpt":0.18453870223732705,"score_spread":0.17919496226456524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996634181","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.900801,0.00051766174,0.09537335,0.000084468695,0.00021378651,0.00014736451,0.00001580143,0.00015302627,0.002693544],"genre_scores_gemma":[0.9966894,0.00015624282,0.0030209287,0.000036321464,0.000018986218,0.0000031291117,0.000035414247,0.000020264219,0.000019337653],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990656,0.000039215705,0.0003135321,0.00022270934,0.00019052821,0.00016844987],"domain_scores_gemma":[0.9994654,0.00011895175,0.00005539874,0.00022420846,0.00005717058,0.000078858604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001573003,0.00015400437,0.00036749127,0.00027368148,0.00004915066,0.000028267223,0.000102258695,0.00011633875,0.00050537084],"category_scores_gemma":[0.00004421484,0.0001398351,0.00017734084,0.00080255896,0.0000117174495,0.00008167481,0.000023789404,0.00012522905,0.00000197077],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007391236,0.00013925084,0.0020056176,0.000075920456,0.008719179,0.000011372605,0.00048554092,0.16258326,0.76198393,0.057872895,0.00013984968,0.0059092557],"study_design_scores_gemma":[0.00050938263,0.00010791681,0.005554013,0.000019186722,0.0029608347,0.00001247379,0.00007931843,0.96042275,0.026577063,0.0027319535,0.000581398,0.00044372582],"about_ca_topic_score_codex":0.000008216532,"about_ca_topic_score_gemma":0.000037540372,"teacher_disagreement_score":0.79783946,"about_ca_system_score_codex":0.000026110823,"about_ca_system_score_gemma":0.000009822223,"threshold_uncertainty_score":0.57023096},"labels":[],"label_agreement":null},{"id":"W1996837834","doi":"10.1016/s0020-7683(01)00185-8","title":"Analysis of large deflection equilibrium states of composite shells of revolution. Part 2. Applications and numerical results","year":2001,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Boundary value problem; Composite number; Deflection (physics); Ellipsoid; Orthotropic material; Nonlinear system; Mathematical analysis; Mathematics; Numerical analysis; Structural engineering; Classical mechanics; Physics; Engineering; Finite element method","score_opus":0.005556649356975394,"score_gpt":0.2551244878302499,"score_spread":0.2495678384732745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996837834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8907498,0.0017505052,0.106757864,0.00007939403,0.0001261258,0.000051755975,0.00016646223,0.000006695166,0.00031139437],"genre_scores_gemma":[0.9963959,0.0012605349,0.0021932353,0.000010027464,0.00008154397,5.1870705e-7,0.00004630667,0.0000053264903,0.000006642951],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998952,0.000020799684,0.00063574396,0.00008014062,0.0002415523,0.00006980414],"domain_scores_gemma":[0.999031,0.000059967064,0.0003639835,0.00007606711,0.00042791534,0.000041061772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011229114,0.00008372257,0.00031711423,0.0004217942,0.000018746852,0.000016207146,0.00010574107,0.00004335288,0.000026666341],"category_scores_gemma":[0.000013215774,0.00007083552,0.00011994923,0.0003384582,0.000048319194,0.00010839119,0.000024995436,0.00007581018,2.8458071e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003758843,0.00006247493,0.044038538,0.00006103984,0.0040732324,0.0000037523153,0.00079604273,0.8851797,0.054291498,0.0014599187,0.00029104328,0.009366857],"study_design_scores_gemma":[0.0017794034,0.00028223376,0.32995212,0.00015489552,0.002465255,0.00015151907,0.00027297955,0.62486327,0.030972412,0.0048121377,0.003963058,0.00033070584],"about_ca_topic_score_codex":0.0000286743,"about_ca_topic_score_gemma":0.0000116093615,"teacher_disagreement_score":0.2859136,"about_ca_system_score_codex":0.000020492727,"about_ca_system_score_gemma":0.000009250129,"threshold_uncertainty_score":0.28885886},"labels":[],"label_agreement":null},{"id":"W1997197846","doi":"10.1016/j.ijmecsci.2013.11.007","title":"Accurate approach implementation in vibration analysis of thick sector plates","year":2013,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Vibration; RADIUS; Boundary value problem; Plate theory; Geometry; Boundary (topology); Structural engineering; Shear (geology); Mathematical analysis; Mathematics; Materials science; Engineering; Physics; Acoustics; Composite material; Computer science","score_opus":0.013569905245242282,"score_gpt":0.2848251174032,"score_spread":0.2712552121579577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997197846","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85178363,0.00005309247,0.14735633,0.00019379142,0.0002269198,0.000051650677,0.000003826341,0.0000065219456,0.0003242214],"genre_scores_gemma":[0.9925821,0.00004621927,0.007282072,0.000026576989,0.000048666006,0.0000014181687,0.000009454598,0.0000022534673,0.0000012477065],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893194,0.000029336928,0.00046940567,0.000072098475,0.00042463402,0.000072585986],"domain_scores_gemma":[0.9994779,0.000059319187,0.00019247762,0.00003522518,0.00020660445,0.000028465514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034014852,0.00005637571,0.00016298523,0.0005567655,0.000016832239,0.00007599094,0.0002759831,0.000029770064,0.00042832538],"category_scores_gemma":[0.00002426396,0.000042235344,0.00010067204,0.0007514748,0.000018874009,0.00049158576,0.000018169583,0.000070431975,8.867545e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005714167,0.000020527852,0.002945672,0.0000025298596,0.0003693997,6.882289e-7,0.00021512796,0.9653718,0.02507257,0.0019416091,0.000041706047,0.004012654],"study_design_scores_gemma":[0.00016907087,0.000040231942,0.026820956,0.000008385314,0.000084211664,0.0000032347475,0.00027540504,0.96371585,0.007448437,0.00136924,0.000011283761,0.000053675],"about_ca_topic_score_codex":0.00009877593,"about_ca_topic_score_gemma":0.000114997136,"teacher_disagreement_score":0.14079845,"about_ca_system_score_codex":0.00005149189,"about_ca_system_score_gemma":0.000017421326,"threshold_uncertainty_score":0.46898624},"labels":[],"label_agreement":null},{"id":"W1999166604","doi":"10.1007/s10958-013-1521-4","title":"Influence of Nonlinearities in Boundary Conditions on the Free Vibrations of Plates Under Geometrically Nonlinear Deformation","year":2013,"lang":"en","type":"article","venue":"Journal of Mathematical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Boundary (topology); Boundary value problem; Mathematics; Vibration; Mathematical analysis; Deformation (meteorology); Plane (geometry); Stress (linguistics); Geometry; Physics; Materials science; Composite material; Acoustics","score_opus":0.009714742372694127,"score_gpt":0.23263335835642882,"score_spread":0.2229186159837347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999166604","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911508,0.00003982847,0.007393099,0.0005305742,0.000016474414,0.000062348416,0.000005221072,0.000003867839,0.00079776207],"genre_scores_gemma":[0.9894812,0.000023622457,0.010443545,0.000029741348,0.000015171859,0.0000013177156,7.7954076e-7,0.000002186649,0.0000024502276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990443,0.000018169485,0.00051688316,0.000033280347,0.0003137863,0.000073596864],"domain_scores_gemma":[0.9990793,0.0004939399,0.00016698152,0.000079872814,0.00015488148,0.000025009953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033352314,0.00005297789,0.00016160707,0.0002689741,0.000056254463,0.000046989448,0.00022666075,0.000027600854,0.00013967638],"category_scores_gemma":[0.0002901511,0.000029574363,0.000054910393,0.0006611799,0.00017807947,0.00038517168,0.000017038057,0.00009809906,0.0000026541823],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000012547088,0.000040124334,0.00035230748,0.000029640081,0.0000162449,1.4650642e-7,0.00024112184,0.9848431,0.0030031125,0.011325737,0.00006830392,0.000078944344],"study_design_scores_gemma":[0.00019484793,0.00020322739,0.041690286,0.00024696093,0.00003383105,0.000015378806,0.0007520294,0.81769556,0.008572469,0.1304886,0.000012666342,0.00009413963],"about_ca_topic_score_codex":0.0000073654455,"about_ca_topic_score_gemma":0.00000819878,"teacher_disagreement_score":0.1671475,"about_ca_system_score_codex":0.000018721741,"about_ca_system_score_gemma":0.000030636278,"threshold_uncertainty_score":0.15293583},"labels":[],"label_agreement":null},{"id":"W1999932185","doi":"10.1016/j.compstruct.2012.09.016","title":"Nonlinear vibrations of thick laminated circular cylindrical panels","year":2012,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Nonlinear system; Bifurcation; Eigenfunction; Mathematical analysis; Vibration; Equations of motion; Mathematics; Ordinary differential equation; Boundary value problem; Differential equation; Classical mechanics; Physics; Geometry; Eigenvalues and eigenvectors","score_opus":0.008764717129982173,"score_gpt":0.2265878165915625,"score_spread":0.21782309946158032,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999932185","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9285536,0.0011610087,0.06641425,0.00003112298,0.00046927517,0.00014830733,0.00003643472,0.00020834664,0.0029776546],"genre_scores_gemma":[0.98456043,0.000034394172,0.014937165,0.000027971539,0.0002426766,0.0000026436048,0.00015456266,0.000029279097,0.0000108472395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99905187,0.000038519756,0.00032372534,0.00012942623,0.00020117972,0.00025529103],"domain_scores_gemma":[0.99942,0.000043513453,0.00006046781,0.00028599784,0.000084773164,0.000105246945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057201087,0.00018831005,0.00027869982,0.00015413472,0.00008379574,0.00003148625,0.00017225229,0.00012241177,0.00018822988],"category_scores_gemma":[0.000010890084,0.0001698535,0.00012524672,0.00037472227,0.00004936276,0.00017355329,0.00003793692,0.0001746127,0.0000070605565],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017980125,0.000063956686,0.012975516,0.00016306872,0.00042375302,0.0000035179,0.001657074,0.28782868,0.6871608,0.004570119,0.00027643703,0.004859108],"study_design_scores_gemma":[0.00069107587,0.000051187428,0.21177228,0.00004122311,0.00042979768,0.00006474804,0.00008209513,0.3651052,0.41572192,0.0014645621,0.0037776246,0.00079826266],"about_ca_topic_score_codex":0.00000906636,"about_ca_topic_score_gemma":0.0000019029777,"teacher_disagreement_score":0.27143887,"about_ca_system_score_codex":0.000033293356,"about_ca_system_score_gemma":0.000008247772,"threshold_uncertainty_score":0.6926425},"labels":[],"label_agreement":null},{"id":"W2000302286","doi":"10.1016/j.tws.2010.02.006","title":"Analysis of circular cylindrical shells under harmonic forces","year":2010,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Fourier series; Harmonic; Fourier transform; Mathematical analysis; Boundary value problem; Displacement (psychology); Classical mechanics; Equations of motion; Shell (structure); Field (mathematics); Displacement field; Generalized coordinates; Mathematics; Physics; Harmonic function; Fourier analysis; Series (stratigraphy); Boundary (topology); Mechanics; Finite element method; Materials science","score_opus":0.005572195183450844,"score_gpt":0.21830377353227695,"score_spread":0.2127315783488261,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000302286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9715661,0.00037301466,0.02357307,0.000040710518,0.00036188102,0.00010790373,0.000017489301,0.00015973058,0.0038001009],"genre_scores_gemma":[0.99653435,0.000051370578,0.0031127855,0.000054410637,0.000095484924,0.0000026313971,0.000084175386,0.000027840195,0.000036924495],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878585,0.00002729209,0.0004011136,0.00024580953,0.00030429356,0.00023564632],"domain_scores_gemma":[0.9991891,0.000067615256,0.00008732683,0.00047474718,0.000089709814,0.000091509755],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00009974785,0.00022861254,0.00052549766,0.00047062882,0.00007587886,0.00005560437,0.000304003,0.00019018627,0.0015704707],"category_scores_gemma":[0.0000192834,0.00019300943,0.00037444697,0.00093259267,0.000061478815,0.00009327715,0.000039636237,0.0003518356,0.000003234582],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000102523645,0.000008036495,0.0009839506,0.00002599927,0.002314973,0.0000023405653,0.0005491276,0.9175554,0.07285297,0.0042602383,0.00009408222,0.0013426172],"study_design_scores_gemma":[0.0004386811,0.000023797234,0.09522296,0.000005159038,0.0029673094,0.0000059300874,0.000093898714,0.8725329,0.021377709,0.006300643,0.00057754724,0.0004534742],"about_ca_topic_score_codex":0.00004647174,"about_ca_topic_score_gemma":0.00019844745,"teacher_disagreement_score":0.094239004,"about_ca_system_score_codex":0.00002705932,"about_ca_system_score_gemma":0.000015935586,"threshold_uncertainty_score":0.9993422},"labels":[],"label_agreement":null},{"id":"W2001313446","doi":"10.2140/jomms.2007.2.1249","title":"Optimization of stiffened panels considering geometric nonlinearity","year":2007,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Nonlinear system; Structural engineering; Materials science; Engineering; Physics","score_opus":0.009359396853393579,"score_gpt":0.22137006510802806,"score_spread":0.2120106682546345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001313446","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72078246,0.00041011462,0.27839148,0.000004847575,0.00033758814,0.000036930596,0.000015128442,0.000005813867,0.000015612226],"genre_scores_gemma":[0.9537387,0.00046374454,0.04568426,0.0000049198497,0.00009267193,7.244583e-8,0.0000038895773,0.000011028362,7.5449015e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99893683,0.000019292902,0.0006920451,0.000058693964,0.00019494517,0.000098187775],"domain_scores_gemma":[0.99917996,0.000060491646,0.00040287382,0.00008311987,0.00022646615,0.000047097965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044734124,0.00010501152,0.00040826405,0.0003406753,0.00002286165,0.000023664312,0.00008395169,0.000085564854,0.00008079372],"category_scores_gemma":[0.00006887051,0.00008544838,0.00005895242,0.00019463558,0.000012526207,0.00009556848,0.000022334074,0.00006432948,2.1179149e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059127677,0.0000061964556,0.000036912486,0.00012892927,0.00010134731,0.0000032625942,0.00008158597,0.60383886,0.39338547,0.0006358849,0.000007763685,0.0017146615],"study_design_scores_gemma":[0.000465648,0.000109462024,0.0019192747,0.000049840997,0.0001306693,0.000059236372,0.00006768208,0.032123324,0.96253216,0.0024085704,0.000021187969,0.00011292693],"about_ca_topic_score_codex":0.000008101882,"about_ca_topic_score_gemma":0.0000024610638,"teacher_disagreement_score":0.57171553,"about_ca_system_score_codex":0.000014445108,"about_ca_system_score_gemma":0.00001130097,"threshold_uncertainty_score":0.34844837},"labels":[],"label_agreement":null},{"id":"W2001473818","doi":"10.1016/j.compstruct.2011.02.010","title":"Compressive response of tapered composite shells","year":2011,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Ritz method; Structural engineering; Composite number; Parametric statistics; Shell (structure); Materials science; Energy method; Failure mode and effects analysis; Deformation (meteorology); Composite material; Compression (physics); Critical load; Engineering; Mathematics; Boundary value problem","score_opus":0.010465503030765651,"score_gpt":0.20488222923440094,"score_spread":0.1944167262036353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001473818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97522193,0.0010276472,0.011733906,0.000010173498,0.00042981622,0.00021518218,0.00005770653,0.00027086193,0.011032779],"genre_scores_gemma":[0.9825737,0.000041200652,0.017130004,0.000046120396,0.00006403572,0.000004338355,0.000052302024,0.000047674665,0.00004061524],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985924,0.0001141558,0.00049424026,0.00026787294,0.00024555463,0.00028579545],"domain_scores_gemma":[0.99900824,0.00009236299,0.00012856937,0.00050909066,0.00014100567,0.00012070374],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000087917324,0.00031786764,0.00048104464,0.00027930288,0.000101337304,0.000036183344,0.00040986302,0.00012946334,0.0005208142],"category_scores_gemma":[0.000009216761,0.00029305642,0.00019219454,0.00036589213,0.00012384522,0.00014152555,0.00008297677,0.0001950414,0.0000091454185],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008106563,0.00003395922,0.0037479694,0.00009665283,0.00042326548,0.000022147206,0.0027534657,0.07838457,0.909326,0.0010600844,0.0009660273,0.002375188],"study_design_scores_gemma":[0.0009771297,0.00013765309,0.24840415,0.00007178353,0.00024809656,0.000049192804,0.000073564086,0.03568063,0.71053946,0.00219883,0.0009409072,0.0006785854],"about_ca_topic_score_codex":0.000038290273,"about_ca_topic_score_gemma":0.000005780163,"teacher_disagreement_score":0.24465618,"about_ca_system_score_codex":0.00004568876,"about_ca_system_score_gemma":0.000013247893,"threshold_uncertainty_score":0.99995214},"labels":[],"label_agreement":null},{"id":"W2001613975","doi":"10.1016/j.ijsolstr.2006.11.021","title":"Bending of inhomogeneous curved bars","year":2006,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bending stiffness; Stiffness; Beam (structure); Bending; Stress (linguistics); Structural engineering; Materials science; Pure bending; Power law; Geometry; Mechanics; Mathematics; Physics; Composite material; Engineering","score_opus":0.00336466495316487,"score_gpt":0.20992824227817444,"score_spread":0.20656357732500957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001613975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98596066,0.0010951975,0.011449252,0.000041651132,0.0005300375,0.000016297467,0.000010712915,0.000008111548,0.0008880905],"genre_scores_gemma":[0.9964493,0.00016717354,0.0030039155,0.000011871798,0.00034588113,1.1070184e-7,0.000006138083,0.0000072670537,0.000008329505],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9993583,0.00000791608,0.000320755,0.000044186618,0.00020874492,0.000060075843],"domain_scores_gemma":[0.9996251,0.000019073519,0.000120763536,0.000038015307,0.00017280129,0.000024255287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000047998637,0.000073037176,0.00014753733,0.00017855727,0.000017418417,0.00003715453,0.00012278084,0.0000342395,0.000050323983],"category_scores_gemma":[0.0000075382122,0.000059348884,0.00007609959,0.00005266254,0.000022760494,0.00008528357,0.000014890077,0.00007352752,8.6012776e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047240483,0.00001232194,0.01639425,0.000022754628,0.00047173712,0.000039402676,0.00024571305,0.90222037,0.050031822,0.008097145,0.00076243485,0.021654796],"study_design_scores_gemma":[0.0033158842,0.00028556594,0.5867251,0.00024928866,0.00042647397,0.0018744232,0.00027199302,0.17159244,0.14371683,0.08157947,0.00908465,0.0008778825],"about_ca_topic_score_codex":0.000021491662,"about_ca_topic_score_gemma":0.000011017921,"teacher_disagreement_score":0.73062795,"about_ca_system_score_codex":0.000023076358,"about_ca_system_score_gemma":0.0000071834625,"threshold_uncertainty_score":0.24201772},"labels":[],"label_agreement":null},{"id":"W2002040842","doi":"10.1177/0892705712473621","title":"Transversely isotropic constitutive properties modeling of tubular sandwich composite structures","year":2013,"lang":"en","type":"article","venue":"Journal of Thermoplastic Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Transverse isotropy; Materials science; Isotropy; Composite material; Composite number; Core (optical fiber); Shear modulus; Solid mechanics; Sandwich-structured composite; Modulus; Finite element method; Parametric statistics; Material properties; Pultrusion; Structural engineering; Mathematics; Optics; Engineering; Physics","score_opus":0.008380360662424079,"score_gpt":0.17980146882925901,"score_spread":0.17142110816683492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002040842","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9451419,0.00068801316,0.0529671,0.000026565634,0.00067921047,0.00018324162,0.0000191947,0.00003400836,0.00026073368],"genre_scores_gemma":[0.9954842,0.00009327489,0.004202921,0.000015166347,0.00015917556,0.000002659301,0.000007086097,0.00002962308,0.000005935605],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998339,0.000082897226,0.00094944774,0.00011889809,0.00030143006,0.0002083339],"domain_scores_gemma":[0.99904704,0.00005008716,0.00028704503,0.00016510177,0.00036278454,0.00008793203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010909208,0.0002575442,0.0007163629,0.00024825757,0.0000727599,0.0001304348,0.00026413306,0.00008961177,0.0004781028],"category_scores_gemma":[0.000012556376,0.00019161886,0.00016501741,0.00014616895,0.000073432144,0.0002863803,0.000030270981,0.00013408394,0.000006559858],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006406259,0.000011472659,0.0000509369,0.00007842711,0.00025421203,0.0000037284117,0.00027006769,0.42883003,0.57019323,0.00006841358,0.000026451791,0.00014897689],"study_design_scores_gemma":[0.0012493323,0.00019066795,0.0019053618,0.00040047933,0.0005994718,0.00022923641,0.00011534009,0.29243308,0.7016307,0.0008057091,0.000041140276,0.00039943913],"about_ca_topic_score_codex":0.00004217261,"about_ca_topic_score_gemma":0.0000026755563,"teacher_disagreement_score":0.13639696,"about_ca_system_score_codex":0.00006176544,"about_ca_system_score_gemma":0.000028861044,"threshold_uncertainty_score":0.7813991},"labels":[],"label_agreement":null},{"id":"W2002651371","doi":"10.1016/j.ijsolstr.2012.12.001","title":"An explicit solution for the elastic quarter-space problem in matrix formulation","year":2012,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"University of Hong Kong; City University of Hong Kong","keywords":"Matrix (chemical analysis); Space (punctuation); Mathematics; Quarter (Canadian coin); Mathematical analysis; Geometry; Applied mathematics; Computer science; Materials science; Composite material","score_opus":0.006454972648202912,"score_gpt":0.26340130860838856,"score_spread":0.2569463359601856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002651371","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46908832,0.001152915,0.52850616,0.00033736567,0.0007140051,0.00011384753,0.000007651335,0.0000117855525,0.00006794948],"genre_scores_gemma":[0.99137795,0.00009475967,0.00790558,0.000018992323,0.00058198866,0.0000026073744,0.000007425003,0.000007716401,0.0000029570135],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99944013,0.000011117736,0.00024635182,0.000043300617,0.00015420964,0.00010489156],"domain_scores_gemma":[0.9996542,0.0000570509,0.000090849586,0.000045840665,0.000114350616,0.000037761754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013360711,0.00007548631,0.00009914211,0.00013612809,0.00004108878,0.00007070202,0.000114368544,0.00003879657,0.000012771028],"category_scores_gemma":[0.000009190868,0.000050462884,0.00005043639,0.00005128273,0.000007698326,0.00038846082,0.000007165772,0.000084746614,1.1759154e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016588184,0.000030910083,0.015399259,0.00003300067,0.00030330717,0.0000016858347,0.0036670063,0.8927912,0.02329449,0.0279692,0.00051660236,0.035827443],"study_design_scores_gemma":[0.00082561263,0.000105206695,0.11457432,0.00003408026,0.00008202379,0.000100713856,0.00027405797,0.872709,0.0011572775,0.008546316,0.0014375882,0.00015380746],"about_ca_topic_score_codex":0.000009873047,"about_ca_topic_score_gemma":0.000020770309,"teacher_disagreement_score":0.5222897,"about_ca_system_score_codex":0.000048486378,"about_ca_system_score_gemma":0.000005887694,"threshold_uncertainty_score":0.20578167},"labels":[],"label_agreement":null},{"id":"W2002927834","doi":"10.1016/j.tws.2005.11.003","title":"Numerical and experimental investigations of the response of aluminum cylinders with a cutout subject to axial compression","year":2006,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":94,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Defence Research and Development Canada; Dalhousie University","funders":"","keywords":"Buckling; Shell (structure); Structural engineering; Square (algebra); Finite element method; Compression (physics); Materials science; Aluminium; Numerical analysis; Composite material; Mathematics; Engineering; Geometry; Mathematical analysis","score_opus":0.0045336670656747225,"score_gpt":0.2063365642755491,"score_spread":0.20180289720987438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002927834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970348,0.00016502461,0.0020951207,0.000073259485,0.00006541715,0.00017889081,0.000009259991,0.000036160905,0.0003420738],"genre_scores_gemma":[0.99517757,0.0000012194457,0.004711572,0.000028669192,0.000033059936,0.0000042565907,0.000008556594,0.000016137721,0.000018940145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992243,0.00007558194,0.00023850187,0.00013361401,0.00021835651,0.000109666966],"domain_scores_gemma":[0.9995678,0.00006389905,0.00007015543,0.00021107314,0.000041580457,0.00004546851],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000056957193,0.00013910352,0.00022257458,0.000091791415,0.00007853599,0.000017552753,0.00012878288,0.00005511031,0.000030271054],"category_scores_gemma":[0.000016912747,0.000089833215,0.000053534794,0.00025101876,0.000099003264,0.000045716453,0.00003739593,0.00009505397,1.5930397e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036910444,0.0000105249555,0.002166419,0.000018616849,0.000054452634,7.526463e-7,0.0022540672,0.74927056,0.24508475,0.0004389414,0.00027494662,0.00005688007],"study_design_scores_gemma":[0.0011507717,0.0001794459,0.15862602,0.00007357723,0.000103466824,0.000018385923,0.00044882554,0.081317216,0.7566839,0.00097016955,0.00013274838,0.00029546316],"about_ca_topic_score_codex":0.0001898877,"about_ca_topic_score_gemma":0.000056112705,"teacher_disagreement_score":0.6679533,"about_ca_system_score_codex":0.000027491273,"about_ca_system_score_gemma":0.000022391992,"threshold_uncertainty_score":0.36632922},"labels":[],"label_agreement":null},{"id":"W2005174744","doi":"10.1006/jsvi.2000.2978","title":"VIBRATION OF STIFFENED PLATES USING HIERARCHICAL TRIGONOMETRIC FUNCTIONS","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Vibration; Trigonometry; Trigonometric functions; Interpolation (computer graphics); Discretization; Convergence (economics); Mathematics; Set (abstract data type); Stability (learning theory); Structural engineering; Mathematical analysis; Acoustics; Computer science; Geometry; Engineering; Physics; Artificial intelligence","score_opus":0.009693663188122871,"score_gpt":0.21391306189789175,"score_spread":0.20421939870976888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005174744","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80272466,0.00028314313,0.19663078,0.00002514281,0.00007338865,0.000025842719,0.0000022328263,0.0000072766347,0.00022754533],"genre_scores_gemma":[0.9959148,0.00013819478,0.0037629525,0.000009201803,0.00014776744,1.3401987e-7,0.000008459556,0.000006000325,0.000012487047],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994696,0.00001657052,0.00031867618,0.000043716223,0.00009965809,0.000051774903],"domain_scores_gemma":[0.9997442,0.000035131914,0.00008904563,0.0000403741,0.00005621804,0.000035057663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007644093,0.000059780377,0.00014042521,0.00027248613,0.000056860303,0.00005110036,0.0000268634,0.000042193056,0.00015350021],"category_scores_gemma":[0.00000935586,0.000050519564,0.000053890082,0.00034674307,0.0000143122,0.00038601508,0.000002472312,0.0000839877,5.0024937e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054159966,0.000020128999,0.0009014187,0.000022541732,0.000081648126,6.3690703e-7,0.00022589596,0.9375196,0.03618376,0.00013192733,0.00003879071,0.024819454],"study_design_scores_gemma":[0.0005035895,0.00013591175,0.014627541,0.00002501168,0.00013602921,0.000039896175,0.000052323387,0.9792139,0.0035996877,0.0013212316,0.00024317122,0.000101695034],"about_ca_topic_score_codex":0.0000024801714,"about_ca_topic_score_gemma":0.0000027481965,"teacher_disagreement_score":0.19319016,"about_ca_system_score_codex":0.000022065267,"about_ca_system_score_gemma":0.000010502676,"threshold_uncertainty_score":0.2060128},"labels":[],"label_agreement":null},{"id":"W2006046154","doi":"10.1007/s10659-005-9043-z","title":"Effect of Inhomogeneity on the Stress in Pipes","year":2006,"lang":"en","type":"article","venue":"Journal of Elasticity","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Elastic modulus; Modulus; Materials science; Mechanics; Stress (linguistics); Stress field; Field (mathematics); Young's modulus; Composite material; Physics; Mathematics; Thermodynamics; Finite element method","score_opus":0.0019401206316645887,"score_gpt":0.18679364412512667,"score_spread":0.18485352349346207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006046154","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938909,0.000092812224,0.0051690773,0.000018216908,0.00008188305,0.000027143018,0.0000022829922,0.0000032652526,0.00071441295],"genre_scores_gemma":[0.9998178,0.000010068618,0.000071733455,0.0000034685895,0.000089879424,2.2617633e-7,5.18136e-7,0.0000038829967,0.000002448825],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995051,0.000051429095,0.00023435513,0.000027853035,0.00012361688,0.00005766168],"domain_scores_gemma":[0.99957305,0.0002376958,0.00008581523,0.000054434116,0.00003677603,0.00001223556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019764878,0.000057685298,0.00015840339,0.000083678795,0.000013483258,0.000008725532,0.00007498188,0.000024484536,0.00002281134],"category_scores_gemma":[0.000045346398,0.00003281925,0.00006980867,0.00014075646,0.000011460669,0.000033185166,0.0000060018083,0.00012389828,4.186801e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003186279,0.000015604952,0.019322341,0.000018933728,0.000020906413,0.0000031384886,0.000017084076,0.97195053,0.007827143,0.00011115858,0.00009980982,0.00058148155],"study_design_scores_gemma":[0.0008402042,0.0005996353,0.36558583,0.00021277934,0.00016221337,0.000012755439,0.000010564957,0.19551176,0.43649188,0.00032329207,0.0001082096,0.00014085605],"about_ca_topic_score_codex":0.000016899447,"about_ca_topic_score_gemma":0.00007529063,"teacher_disagreement_score":0.7764388,"about_ca_system_score_codex":0.000028555784,"about_ca_system_score_gemma":0.000003950532,"threshold_uncertainty_score":0.13383302},"labels":[],"label_agreement":null},{"id":"W2006111992","doi":"10.1016/j.finel.2013.10.008","title":"A systematic and quantitative method to determine the optimal assumed stress fields for hybrid stress finite elements","year":2013,"lang":"en","type":"article","venue":"Finite Elements in Analysis and Design","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Finite element method; Weighting; Stress (linguistics); Stress field; Mode (computer interface); Similarity (geometry); Field (mathematics); Matrix (chemical analysis); Node (physics); Displacement field; Displacement (psychology); Mathematics; Applied mathematics; Computer science; Structural engineering; Engineering; Physics","score_opus":0.01882277058926071,"score_gpt":0.27862971246648416,"score_spread":0.2598069418772235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006111992","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.036199506,0.00030445337,0.9622013,0.000049745933,0.000031813586,0.0010697166,0.00007818256,0.000022238188,0.00004306765],"genre_scores_gemma":[0.7336399,0.000099416655,0.26550242,0.000109651366,0.000021640813,0.000407467,0.00010017257,0.000020355876,0.000098964745],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983184,0.00021145286,0.0006964877,0.00030021477,0.00019847434,0.00027502453],"domain_scores_gemma":[0.9982644,0.0011518081,0.00013824677,0.00025454778,0.00010385168,0.000087172644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006429968,0.00023313984,0.00056114123,0.000474434,0.00011844778,0.0002277775,0.000164339,0.00004770821,0.00009183246],"category_scores_gemma":[0.0001364948,0.00016878844,0.00011567263,0.00067804806,0.000014889325,0.00014334268,0.00005581684,0.0000932778,0.0000025395343],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024067296,0.000029175972,0.004234759,0.0006722727,0.002062328,0.0000024509861,0.0008608485,0.9855625,0.00018237646,0.00006060947,0.00012653125,0.0061820657],"study_design_scores_gemma":[0.00038723572,0.00010399667,0.0016991629,0.00018446625,0.0011069487,3.8180605e-7,0.00033837307,0.9949917,0.0008411798,0.00010922889,0.000034888573,0.00020239687],"about_ca_topic_score_codex":0.00007995542,"about_ca_topic_score_gemma":0.0002186994,"teacher_disagreement_score":0.6974404,"about_ca_system_score_codex":0.000030053432,"about_ca_system_score_gemma":0.000005910914,"threshold_uncertainty_score":0.6882993},"labels":[],"label_agreement":null},{"id":"W2006129010","doi":"10.1016/j.ijsolstr.2005.03.030","title":"Benchmark case studies in structural design optimization using the force method","year":2005,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Sequential quadratic programming; Truss; Finite element method; Benchmark (surveying); Displacement (psychology); Compatibility (geochemistry); Mathematical optimization; Quadratic programming; Flexibility method; Computer science; Mathematics; Algorithm; Structural engineering; Engineering","score_opus":0.024434270433877085,"score_gpt":0.3351222958946723,"score_spread":0.3106880254607952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006129010","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3539555,0.0028648074,0.64220923,0.0001806157,0.0006429585,0.00007263432,0.0000042473857,0.000009779182,0.000060216855],"genre_scores_gemma":[0.8208402,0.0003137777,0.17837548,0.00005829482,0.00039853697,4.5273273e-7,0.0000013049835,0.000008335549,0.0000036404358],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991692,0.000058687063,0.00038835843,0.00007671737,0.00020847862,0.00009860151],"domain_scores_gemma":[0.9994341,0.00010790011,0.00013275955,0.00005927188,0.00023479057,0.00003118137],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021455495,0.000120355246,0.00018674505,0.00020722677,0.000070354705,0.00008617607,0.0001484778,0.000043171818,0.00003323878],"category_scores_gemma":[0.000036023324,0.00007736861,0.000062033316,0.000109954024,0.000040052455,0.0002719998,0.000028538376,0.00015888823,3.4607044e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021717075,0.0000011399516,0.00021244244,0.000004655904,0.00021058982,0.00010584362,0.0010056873,0.98869354,0.00042405556,0.00033363412,0.000036836176,0.008949862],"study_design_scores_gemma":[0.00031681452,0.000017392202,0.00032236634,0.000022363629,0.000056699002,0.0053707683,0.0003509112,0.9907355,0.0007424048,0.0019281917,0.000046565874,0.000090060836],"about_ca_topic_score_codex":0.000010536686,"about_ca_topic_score_gemma":0.000023855499,"teacher_disagreement_score":0.46688464,"about_ca_system_score_codex":0.00010751526,"about_ca_system_score_gemma":0.00001317766,"threshold_uncertainty_score":0.31550005},"labels":[],"label_agreement":null},{"id":"W2006283133","doi":"10.2514/1.41368","title":"Transient Hyperbolic Heat Conduction in a Functionally Graded Hollow Cylinder","year":2010,"lang":"en","type":"article","venue":"Journal of Thermophysics and Heat Transfer","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Thermal conduction; Cylinder; Mechanics; Heat flux; Materials science; Laplace transform; Transient (computer programming); Heat transfer; Thermal; Heat equation; Physics; Thermodynamics; Mathematical analysis; Geometry; Mathematics","score_opus":0.005607987627013215,"score_gpt":0.18699135755545518,"score_spread":0.18138336992844195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006283133","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9901698,0.00022722779,0.008611089,0.00018987655,0.00042605936,0.000054625623,0.0000021475596,0.0000102622125,0.0003088637],"genre_scores_gemma":[0.99924713,0.00024842282,0.00017410156,0.00005223504,0.0002523599,0.0000011804369,0.0000028702189,0.000016489277,0.0000051858283],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994001,0.000013012972,0.00026355055,0.00007534828,0.00014298584,0.000105009734],"domain_scores_gemma":[0.99979395,0.000014169162,0.000004929406,0.000068115754,0.000059723687,0.000059122543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000082583116,0.000111323294,0.00022128872,0.000121296725,0.000035736964,0.000031303407,0.00005059062,0.000066872824,0.00004834655],"category_scores_gemma":[8.9060967e-7,0.00008949837,0.0001261037,0.00015258798,0.000020602054,0.00015792783,0.0000016643179,0.00033322838,5.787639e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050377905,0.000047044683,0.00032349108,0.000020401734,0.00010025234,0.000005228724,0.00067462935,0.10169443,0.8934911,0.0005401151,0.000019943116,0.0030329823],"study_design_scores_gemma":[0.014628708,0.0011353198,0.43684247,0.00033377504,0.001456625,0.0008432637,0.0006027481,0.3527607,0.17048396,0.011494797,0.0073434743,0.0020741608],"about_ca_topic_score_codex":0.000011580142,"about_ca_topic_score_gemma":0.000059146278,"teacher_disagreement_score":0.72300714,"about_ca_system_score_codex":0.00001726596,"about_ca_system_score_gemma":0.00001382351,"threshold_uncertainty_score":0.36496374},"labels":[],"label_agreement":null},{"id":"W2006668944","doi":"10.1115/imece2006-13775","title":"The Nonlinear Internal Resonance Analysis of a Rotary Truncated Conical Shell","year":2006,"lang":"en","type":"article","venue":"Design Engineering and Computers and Information in Engineering, Parts A and B","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Conical surface; Shell (structure); Modal analysis; Modal; Nonlinear system; Harmonic balance; Amplitude; Mechanics; Vibration; Structural engineering; Physics; Materials science; Engineering; Mechanical engineering; Acoustics; Optics; Composite material","score_opus":0.0020941569288681194,"score_gpt":0.15277249883855004,"score_spread":0.15067834190968193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006668944","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28304747,0.0016439952,0.71487844,0.000031610434,0.00012783661,0.000120204684,0.000008572127,0.00008940096,0.00005247489],"genre_scores_gemma":[0.9932563,0.0006843506,0.005972838,0.000013867079,0.000027081334,0.000007388169,0.000026986716,0.0000075776175,0.0000036295203],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933094,0.000006938289,0.00035586802,0.000081815575,0.00008235593,0.0001420836],"domain_scores_gemma":[0.999721,0.000090416666,0.000037144768,0.00008351616,0.000027121167,0.000040823477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001323643,0.00013729234,0.00022149493,0.00027907782,0.000036174715,0.000091931426,0.00005442239,0.000050906285,0.0000013178405],"category_scores_gemma":[0.0000072380085,0.00011199462,0.000038072074,0.00035167937,0.000021343265,0.0002689273,0.000021747472,0.00010034711,1.289959e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000072510265,0.0000028151946,0.00058366667,0.00004017536,0.00008074952,6.795598e-7,0.0001511455,0.9950402,0.000104243794,0.00082944136,0.000070997994,0.003088665],"study_design_scores_gemma":[0.00021875906,0.000022944962,0.02412493,0.000034704717,0.00006016748,0.000005277191,0.000008190938,0.9699531,0.0000870444,0.0000054303914,0.0053571216,0.00012228562],"about_ca_topic_score_codex":0.000038572925,"about_ca_topic_score_gemma":0.000005087239,"teacher_disagreement_score":0.71020883,"about_ca_system_score_codex":0.0000144588785,"about_ca_system_score_gemma":0.000003575304,"threshold_uncertainty_score":0.4567008},"labels":[],"label_agreement":null},{"id":"W2007667574","doi":"10.1115/detc2010-28730","title":"A Study of the Effect of Geometry Changes on the Structural Stiffness of a Composite D-Spar","year":2010,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Spar; Stiffness; Structural engineering; Isotropy; Airfoil; Bending stiffness; Beam (structure); Geometry; Stiffness matrix; Materials science; Mathematics; Engineering; Physics","score_opus":0.0038397199724089755,"score_gpt":0.20626719278087668,"score_spread":0.2024274728084677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007667574","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990606,0.000016104374,0.000056408197,0.000025069934,0.00016217421,0.0002593278,0.0000052049622,0.000014694405,0.0004004685],"genre_scores_gemma":[0.99991506,0.0000011396585,0.00003556635,0.0000049669657,0.00001863404,0.0000038000876,0.0000016236137,0.000008630261,0.00001055861],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999457,0.000047778212,0.00016674891,0.000073508076,0.00018469132,0.000070273185],"domain_scores_gemma":[0.99936146,0.0001592448,0.00007645151,0.00034688934,0.000043487078,0.0000124724975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000103102415,0.00010030409,0.0002315287,0.00007895597,0.000034144705,0.000006836145,0.00022082355,0.000032728174,0.000062158666],"category_scores_gemma":[0.000012905138,0.00004506705,0.00006833582,0.00036579798,0.000035783243,0.000013970291,0.00004358593,0.00012575144,1.9699851e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009196207,0.00004883461,0.058933944,0.00017361362,0.00055297214,4.6092453e-7,0.0019568456,0.28882852,0.63968676,0.00067554595,0.000047398185,0.009003106],"study_design_scores_gemma":[0.00064205984,0.00034749493,0.5083104,0.000027149008,0.00022137143,0.0000017977447,0.00025767292,0.07778503,0.41226652,0.000017106035,0.000011658538,0.0001117774],"about_ca_topic_score_codex":0.00008838441,"about_ca_topic_score_gemma":0.0004964974,"teacher_disagreement_score":0.44937643,"about_ca_system_score_codex":0.000004797231,"about_ca_system_score_gemma":0.0000017565746,"threshold_uncertainty_score":0.18377809},"labels":[],"label_agreement":null},{"id":"W2008308496","doi":"10.1016/j.ijmecsci.2013.10.002","title":"Explicit relations for the solution of laminated plates modeled by a higher shear deformation theory: Derivation of exponential basis functions","year":2013,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Basis (linear algebra); Exponential function; Shear (geology); Mathematics; Mathematical analysis; Materials science; Basis function; Structural engineering; Geometry; Applied mathematics; Composite material; Engineering","score_opus":0.010177548726241808,"score_gpt":0.22437117271892762,"score_spread":0.21419362399268582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008308496","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19861697,0.0000975791,0.79990435,0.000781969,0.0003897109,0.00010066287,0.000012461017,0.000008500775,0.0000877804],"genre_scores_gemma":[0.99494016,0.000040914558,0.0048796255,0.000014517469,0.00006638372,0.000008430312,0.000014727039,0.0000041352696,0.000031122592],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990142,0.000030678162,0.00046029515,0.000057861336,0.0003637478,0.000073197465],"domain_scores_gemma":[0.9989066,0.00024024418,0.00027380497,0.000049292892,0.0005071818,0.000022856057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041000042,0.000061428844,0.00011424872,0.0001436732,0.00008369362,0.000041556235,0.0002435232,0.00004427699,0.00025900445],"category_scores_gemma":[0.00007670818,0.000040212795,0.00010916739,0.0002217281,0.00003882869,0.00052165234,0.000017291866,0.000062375264,0.0000012701503],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000061760766,0.000056657394,0.0000848986,0.000008707831,0.00030039152,6.9848696e-8,0.00025039472,0.66546303,0.294463,0.023178002,0.0018221916,0.01431086],"study_design_scores_gemma":[0.00027769842,0.000078845456,0.0008604265,0.000027799779,0.00006979515,0.0000034793948,0.00014801213,0.954689,0.034650512,0.009003328,0.00013904179,0.000052046023],"about_ca_topic_score_codex":0.000029551471,"about_ca_topic_score_gemma":0.000006607153,"teacher_disagreement_score":0.7963232,"about_ca_system_score_codex":0.000047987425,"about_ca_system_score_gemma":0.000016716234,"threshold_uncertainty_score":0.28359172},"labels":[],"label_agreement":null},{"id":"W2008608077","doi":"10.1115/1.4000381","title":"Low Dimensional Approximations to Ferroelastic Dynamics and Hysteretic Behavior Due to Phase Transformations","year":2010,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University","funders":"","keywords":"Nonlinear system; Partial differential equation; Transformation (genetics); Hysteresis; Relaxation (psychology); Phase (matter); Chebyshev polynomials; Mathematics; Mathematical analysis; Physics; Condensed matter physics","score_opus":0.0030676828403587413,"score_gpt":0.20793822253824187,"score_spread":0.20487053969788313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008608077","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37156332,0.0000038152525,0.6278589,0.000070533526,0.0002080916,0.00014834364,0.000015311834,0.00001584214,0.0001158446],"genre_scores_gemma":[0.9503165,0.000002827463,0.04952202,0.00005630959,0.00005703654,0.0000107664255,0.00001437198,0.000017079621,0.0000030693047],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999283,0.0000035349333,0.0003489603,0.00007174701,0.00017657192,0.000116195486],"domain_scores_gemma":[0.9995301,0.000023367405,0.000057457295,0.00010356663,0.00010177915,0.00018375009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010157434,0.0001108102,0.00019622064,0.00024253083,0.000070240596,0.00005077831,0.00009035264,0.000049709975,0.000037759168],"category_scores_gemma":[0.000008315157,0.00010159327,0.000051738276,0.00023678396,0.0000040825007,0.000088591274,0.000013905632,0.00022279985,0.000004812149],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000062327636,0.00015030419,0.0000013442609,0.00005705447,0.00007198068,0.000012512638,0.0011438112,0.65195066,0.27288634,0.03790695,0.00013884809,0.035617903],"study_design_scores_gemma":[0.00057504507,0.0001103794,0.000035236826,0.000019228908,0.00021198811,0.00014448343,0.000093304225,0.98969334,0.007591475,0.001259609,0.00010442264,0.00016146789],"about_ca_topic_score_codex":2.992374e-7,"about_ca_topic_score_gemma":0.0000400523,"teacher_disagreement_score":0.5787532,"about_ca_system_score_codex":0.000046370536,"about_ca_system_score_gemma":0.000014891749,"threshold_uncertainty_score":0.41428533},"labels":[],"label_agreement":null},{"id":"W2009016513","doi":"10.3166/jesa.42.879-894","title":"Nonlinear free damped vibrations of suspension bridges with uncertain fractional damping","year":2008,"lang":"fr","type":"article","venue":"Journal Européen des Systèmes Automatisés","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Nonlinear system; Suspension (topology); Stiffening; Fractional calculus; Resonance (particle physics); Normal mode; Mechanics; Physics; Mode (computer interface); Mathematical analysis; Control theory (sociology); Mathematics; Structural engineering; Classical mechanics; Engineering; Acoustics; Computer science","score_opus":0.015728361963111306,"score_gpt":0.23616499263090626,"score_spread":0.22043663066779495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009016513","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57388484,0.0069513246,0.4147361,0.000893644,0.0010250189,0.00023526483,0.00009316829,0.00016386538,0.002016798],"genre_scores_gemma":[0.78315866,0.0026498055,0.21153343,0.000044048127,0.000997165,0.0000030404135,0.00007095531,0.000107900494,0.0014350183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99736685,0.0002484584,0.0010075984,0.00026584746,0.0007058412,0.00040543327],"domain_scores_gemma":[0.9979112,0.00021984254,0.00059453474,0.0004241444,0.0006330725,0.00021716289],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026535048,0.0003758198,0.00062392885,0.00040465302,0.0006662312,0.00017070794,0.00032979614,0.0001565436,0.00072887546],"category_scores_gemma":[0.00015690851,0.00033641706,0.00025268263,0.00077479606,0.0002398115,0.000859247,0.00007946062,0.0005505906,0.000026690595],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046262416,0.00011811421,0.005749435,0.00030003063,0.00060009724,0.00040077572,0.0013850727,0.9650807,0.005214516,0.0009480006,0.0031880892,0.016968923],"study_design_scores_gemma":[0.00092597044,0.00027081455,0.1965124,0.0010332989,0.0003690893,0.006963061,0.00019414494,0.7887871,0.0020847109,0.00054424646,0.0018970468,0.00041806998],"about_ca_topic_score_codex":0.0003587862,"about_ca_topic_score_gemma":0.00025360627,"teacher_disagreement_score":0.2092738,"about_ca_system_score_codex":0.0004037323,"about_ca_system_score_gemma":0.0002645647,"threshold_uncertainty_score":0.9999088},"labels":[],"label_agreement":null},{"id":"W2009322916","doi":"10.1115/1.4003352","title":"Prebuckling Enhancement of Imperfect Composite Plates Using Piezoelectric Actuators","year":2011,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Piezoelectricity; Materials science; Bending; Bending moment; Nonlinear system; Stress (linguistics); Composite number; Stiffening; Buckling; Actuator; Structural engineering; Composite material; Engineering; Physics; Electrical engineering","score_opus":0.009905704727385872,"score_gpt":0.1961038714681496,"score_spread":0.18619816674076373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009322916","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40712732,0.00017814884,0.59194577,5.8132474e-7,0.00013279745,0.000054024105,5.997577e-7,0.000011267224,0.0005495022],"genre_scores_gemma":[0.95222133,0.00018401857,0.047503076,0.0000082182105,0.00006039127,5.1075085e-7,0.0000012897001,0.000020344005,8.0154575e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990873,0.000007285374,0.00049420615,0.00007196636,0.00019483989,0.00014441143],"domain_scores_gemma":[0.9994241,0.000019944746,0.00029164588,0.00010926625,0.00009914646,0.000055905446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017686025,0.00013051818,0.0003119067,0.00024539957,0.000034881017,0.00001231861,0.00013618809,0.00006278742,0.000058196274],"category_scores_gemma":[0.00000319419,0.00011476168,0.00011751661,0.0002999041,0.0000045614865,0.00007748994,0.000018457033,0.0001605027,7.9259405e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012278109,0.000049242833,0.000015186202,0.000078179924,0.0004599993,0.0000052327155,0.0013046345,0.19694878,0.76685286,0.002485358,0.000016695794,0.031661086],"study_design_scores_gemma":[0.0002268969,0.00008628156,0.0000045268243,0.000029932276,0.00019447618,0.000017386828,0.000047438567,0.4913254,0.5066295,0.0013171373,0.0000211371,0.00009981884],"about_ca_topic_score_codex":0.000002522793,"about_ca_topic_score_gemma":8.839388e-7,"teacher_disagreement_score":0.545094,"about_ca_system_score_codex":0.00008562626,"about_ca_system_score_gemma":0.000018987525,"threshold_uncertainty_score":0.46798456},"labels":[],"label_agreement":null},{"id":"W2011941247","doi":"10.1177/1081286506069846","title":"Steady Thermoelastic Oscillations in a Linear Theory of Plane Elasticity with Microstructure","year":2007,"lang":"en","type":"article","venue":"Mathematics and Mechanics of Solids","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Thermoelastic damping; Mathematical analysis; Boundary value problem; Mathematics; Elasticity (physics); Uniqueness; Linear elasticity; Neumann boundary condition; Harmonic function; Dirichlet distribution; Physics; Thermal; Finite element method; Thermodynamics","score_opus":0.005317979299578237,"score_gpt":0.19924005761604802,"score_spread":0.1939220783164698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011941247","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5109958,0.00006825305,0.48854715,0.0000019062493,0.000025646837,0.00006753893,0.000011711836,0.000011245888,0.0002707728],"genre_scores_gemma":[0.97581565,0.00002816585,0.024114698,0.000003102699,0.000011011273,6.430676e-7,0.0000062786694,0.000013268078,0.0000071517165],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994732,0.0000046732657,0.00025970384,0.00006709069,0.00009591848,0.00009939549],"domain_scores_gemma":[0.99964964,0.00009865417,0.0000688011,0.00010976611,0.000046327845,0.000026777814],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017634228,0.00009252786,0.00021507498,0.00011149292,0.000015931353,0.00000514995,0.000052621825,0.00005671732,0.0000145405465],"category_scores_gemma":[0.000014768657,0.00007072307,0.000022747248,0.00016411282,0.000016521002,0.000024979448,0.000015589641,0.00007167758,1.6644076e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010520737,0.00012537897,0.00051106926,0.0013593738,0.00030005016,0.000007424772,0.007761749,0.47323653,0.30841234,0.20482795,0.000009548255,0.003343381],"study_design_scores_gemma":[0.0007026951,0.00015875658,0.0016647136,0.0002540222,0.00018036489,0.000021949318,0.00075295207,0.93190444,0.03478063,0.029309988,0.000020889634,0.0002485746],"about_ca_topic_score_codex":0.000002781346,"about_ca_topic_score_gemma":0.000045513134,"teacher_disagreement_score":0.46481988,"about_ca_system_score_codex":0.000010435618,"about_ca_system_score_gemma":0.000006426734,"threshold_uncertainty_score":0.28840032},"labels":[],"label_agreement":null},{"id":"W2012106912","doi":"10.1115/detc2011-47682","title":"Multi-Modal Nonlinear Forced Vibrations of Circular Cylindrical Shells of Arbitrary Shapes","year":2011,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Canada Research Chairs; McGill University","keywords":"Nonlinear system; Vibration; Mathematical analysis; Mathematics; Boundary value problem; Modal; Shell (structure); Inertia; Convergence (economics); Geometry; Physics; Classical mechanics; Acoustics; Engineering","score_opus":0.015366193394087128,"score_gpt":0.20849732153871844,"score_spread":0.19313112814463132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012106912","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22308837,0.00011213385,0.76007915,0.0000064363203,0.00005296968,0.00011247983,0.000014559077,0.000081992046,0.016451912],"genre_scores_gemma":[0.8253208,0.000015603258,0.17458612,0.000009728082,0.000017668468,0.0000012237746,0.000018674778,0.0000103959765,0.000019824614],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994699,0.000008053824,0.00027124086,0.000084862935,0.00008562658,0.00008035461],"domain_scores_gemma":[0.99974245,0.000013852714,0.0000341933,0.00012171697,0.000054591936,0.000033224755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000028358405,0.000080556645,0.00017541327,0.00009427082,0.000014769846,0.000003951588,0.000085877495,0.000056901546,0.00059644104],"category_scores_gemma":[0.0000052850737,0.000071261995,0.000106543244,0.00018136909,0.000020436062,0.00008250931,0.000014550747,0.0000543457,0.0000031007123],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019072831,0.000182766,0.0028591952,0.0001536166,0.00042527803,0.0000031259167,0.0015574301,0.5237084,0.46644455,0.0026800786,0.00005766855,0.0019088293],"study_design_scores_gemma":[0.00015949587,0.000019314086,0.0063269506,0.000005961675,0.00004854661,9.012056e-7,0.000026599437,0.8954033,0.09786051,0.000052231204,0.000020879786,0.0000753023],"about_ca_topic_score_codex":0.000033289652,"about_ca_topic_score_gemma":0.000015853211,"teacher_disagreement_score":0.6022324,"about_ca_system_score_codex":0.000006962947,"about_ca_system_score_gemma":0.000008357094,"threshold_uncertainty_score":0.6530611},"labels":[],"label_agreement":null},{"id":"W2012173940","doi":"10.1115/1.4024412","title":"Magnetoelastic Field of a Multilayered and Functionally Graded Cylinder With a Dynamic Polynomial Eigenstrain","year":2013,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of New Brunswick","funders":"","keywords":"Eigenstrain; Cylinder; Polynomial; Materials science; Mathematical analysis; Displacement field; Plane stress; Rotational symmetry; Displacement (psychology); Mathematics; Mechanics; Geometry; Composite material; Physics; Finite element method","score_opus":0.001781868499863539,"score_gpt":0.16251144624295125,"score_spread":0.16072957774308771,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012173940","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5048333,0.00014776141,0.49413335,0.00005331372,0.00015791517,0.00016241273,0.0000026404025,0.00001811138,0.0004912267],"genre_scores_gemma":[0.97930044,0.000039155362,0.020560887,0.000031132517,0.00004455808,0.0000019703527,0.0000013307837,0.000013538529,0.0000069738953],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940443,0.0000042157485,0.00028438293,0.00006402036,0.00015053911,0.00009238709],"domain_scores_gemma":[0.999612,0.000038461734,0.00013233138,0.000068328314,0.00009187196,0.000057034536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005279843,0.00009997207,0.0002089602,0.00012340995,0.000020524283,0.00002065635,0.000058945865,0.00006276041,0.00009823834],"category_scores_gemma":[0.000004547118,0.0000771968,0.00004688662,0.00011039251,0.000006754084,0.000061430335,0.000009880072,0.00014429925,8.416041e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036694235,0.00005028415,0.00002121417,0.00011490722,0.00047493406,0.00000726547,0.00053428573,0.62474257,0.3236025,0.0012592957,0.00031135717,0.04851446],"study_design_scores_gemma":[0.0013518477,0.00036146148,0.0007365919,0.000030046926,0.00021724461,0.00007647602,0.00022981348,0.98915035,0.0062102047,0.0013974946,0.0000633878,0.00017508572],"about_ca_topic_score_codex":0.0000033619826,"about_ca_topic_score_gemma":0.000016398002,"teacher_disagreement_score":0.4744672,"about_ca_system_score_codex":0.00002397426,"about_ca_system_score_gemma":0.000018566863,"threshold_uncertainty_score":0.31479943},"labels":[],"label_agreement":null},{"id":"W2013049191","doi":"10.1142/s0219876204000150","title":"NOVEL COUPLING CONSTRAINT TECHNIQUE FOR EXPLICIT FINITE ELEMENT ANALYSIS","year":2004,"lang":"en","type":"article","venue":"International Journal of Computational Methods","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada); University of Toronto","funders":"","keywords":"Finite element method; Robustness (evolution); Constraint (computer-aided design); Nonlinear system; Computer science; Algorithm; Tensor (intrinsic definition); Salient; Context (archaeology); Coupling (piping); Rotation (mathematics); Representation (politics); Mathematics; Mathematical optimization; Geometry; Structural engineering; Engineering; Artificial intelligence; Physics; Mechanical engineering","score_opus":0.01840437795750894,"score_gpt":0.34962368478236167,"score_spread":0.33121930682485273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013049191","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002188726,0.00010179215,0.9966878,0.00026121395,0.0004732198,0.00012285812,0.00003504358,0.00002436638,0.00010492374],"genre_scores_gemma":[0.4244308,0.000011894912,0.5752829,0.000054048498,0.00016102179,0.000008032318,0.00003983084,0.000009482666,0.000002013603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869084,0.000017256534,0.00068713335,0.00010940029,0.00038527988,0.000110077475],"domain_scores_gemma":[0.9981432,0.00044306184,0.0002703202,0.00006618973,0.0010144383,0.000062797604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006736872,0.00013127644,0.00028575517,0.0006996677,0.000041432068,0.000074994015,0.00026516416,0.00005123225,0.000047546786],"category_scores_gemma":[0.00010025486,0.00012573156,0.00037106444,0.0003642195,0.000019660694,0.00014784685,0.000020626281,0.00013043985,5.508653e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023886667,0.00003239544,0.000056754765,0.000006019485,0.0018762132,0.0000029556097,0.0000895602,0.9762025,0.011958728,0.0058479123,0.000013034218,0.0038900555],"study_design_scores_gemma":[0.000904233,0.00005290784,0.0006380679,0.00003714914,0.00040325345,0.000060371636,0.000038875416,0.9589835,0.01653278,0.021585032,0.000610812,0.00015302771],"about_ca_topic_score_codex":0.000003854738,"about_ca_topic_score_gemma":0.000002826763,"teacher_disagreement_score":0.42224205,"about_ca_system_score_codex":0.00023273134,"about_ca_system_score_gemma":0.00006583745,"threshold_uncertainty_score":0.51271844},"labels":[],"label_agreement":null},{"id":"W2013191284","doi":"10.1016/j.compstruc.2011.04.003","title":"Critical buckling of delaminated composite plates using exact stiffness analysis","year":2011,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Buckling; Delamination (geology); Finite element method; Structural engineering; Discretization; Stiffness; Materials science; Composite number; Enhanced Data Rates for GSM Evolution; Transverse plane; Plate theory; Composite material; Mathematics; Engineering; Mathematical analysis; Geology","score_opus":0.013897404590550097,"score_gpt":0.23452487447847792,"score_spread":0.2206274698879278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013191284","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6772911,0.0002786003,0.3218071,0.0000021035141,0.0002554564,0.000047409143,0.000010461676,0.000111104346,0.00019671937],"genre_scores_gemma":[0.94750106,0.000010615215,0.052347705,0.000015143303,0.000054510583,6.7360344e-7,0.000044335764,0.000024984904,9.806871e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998879,0.000040016435,0.00041074835,0.00024415698,0.0001806699,0.00024538534],"domain_scores_gemma":[0.9993067,0.00009181259,0.00007363016,0.00029092212,0.000150733,0.00008622446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005251479,0.00023965164,0.00048663327,0.0004818077,0.0000927039,0.00005327854,0.00025127383,0.00010227381,0.0001187492],"category_scores_gemma":[0.000010891458,0.00022487763,0.00022317505,0.0008967393,0.00008750531,0.00015138066,0.000060328144,0.00014280443,5.9583664e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021092834,0.000012304282,0.003315574,0.000074193376,0.0011547735,0.000015478581,0.0009439583,0.9742797,0.015023212,0.0009456043,0.000016571148,0.004197525],"study_design_scores_gemma":[0.00015337604,0.000014363573,0.06812364,0.000026420776,0.0010079807,0.000012825867,0.000035630987,0.91569,0.014012937,0.0006663439,0.0000072994717,0.0002492097],"about_ca_topic_score_codex":0.00009835253,"about_ca_topic_score_gemma":0.000013086778,"teacher_disagreement_score":0.27020997,"about_ca_system_score_codex":0.000043080287,"about_ca_system_score_gemma":0.000008272769,"threshold_uncertainty_score":0.9170244},"labels":[],"label_agreement":null},{"id":"W2014577915","doi":"10.1016/j.compstruct.2012.09.058","title":"Hygrothermal stresses in one-dimensional functionally graded piezoelectric media in constant magnetic field","year":2012,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Lorentz force; Piezoelectricity; Mechanics; Materials science; Material properties; Homogeneity (statistics); Magnetic field; Functionally graded material; Classical mechanics; Mathematical analysis; Physics; Composite material; Mathematics","score_opus":0.00800373723099101,"score_gpt":0.19677149429426954,"score_spread":0.18876775706327853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014577915","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9915,0.004755373,0.0012800088,0.00005556595,0.000462799,0.00016878593,0.000010691337,0.00009247754,0.0016742946],"genre_scores_gemma":[0.9977238,0.00006916041,0.0017693839,0.00013190146,0.00019249748,0.000009114398,0.000067798675,0.0000267998,0.000009551294],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9987295,0.000052945874,0.00036530325,0.00019307065,0.00025651482,0.0004026656],"domain_scores_gemma":[0.9994669,0.00018134464,0.000040011917,0.00018093322,0.000033624725,0.0000971629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000071646034,0.00023189034,0.000295207,0.0004523459,0.00004742479,0.000039694733,0.00014671066,0.000120177196,0.00059114146],"category_scores_gemma":[0.000018904231,0.0002249746,0.00006748281,0.0005755588,0.00003129533,0.00016790436,0.000034518216,0.000295799,0.0000059931776],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024458874,0.00015808774,0.2333154,0.00013697908,0.00014206622,0.000042909596,0.0014837686,0.5775696,0.13413702,0.0070620617,0.0008392845,0.04486824],"study_design_scores_gemma":[0.0018841425,0.00013000045,0.88562405,0.00011099395,0.00010858443,0.000071611576,0.000048296195,0.084325396,0.021426868,0.0049951947,0.00033751383,0.0009373613],"about_ca_topic_score_codex":0.000057796387,"about_ca_topic_score_gemma":0.0004152206,"teacher_disagreement_score":0.65230864,"about_ca_system_score_codex":0.00008985837,"about_ca_system_score_gemma":0.000017869905,"threshold_uncertainty_score":0.9174198},"labels":[],"label_agreement":null},{"id":"W2014670312","doi":"10.1061/(asce)0733-9399(2002)128:12(1259)","title":"Numerical Analysis for the Nonlinear Free Vibration of Shallow Shells","year":2002,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Quadrilateral; Vibration; Nonlinear system; Mathematical analysis; Mathematics; Displacement (psychology); Boundary value problem; Geometry; Numerical analysis; Algebraic equation; Matrix (chemical analysis); Boundary (topology); Algebraic number; Physics; Structural engineering; Engineering; Finite element method; Materials science","score_opus":0.007721036989827831,"score_gpt":0.18475277732682543,"score_spread":0.1770317403369976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014670312","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0038836694,0.0008416853,0.99481136,0.00007600802,0.00028023619,0.000056308745,0.0000071036943,0.000019395602,0.000024245237],"genre_scores_gemma":[0.9429776,0.00029140522,0.05647288,0.00001203077,0.00021293182,0.0000014638921,0.0000033477627,0.000020797524,0.000007533304],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992379,0.0000061218966,0.00041193372,0.000054516207,0.00018572391,0.00010377972],"domain_scores_gemma":[0.9993787,0.00012142291,0.00012544885,0.00018857709,0.00014561055,0.0000402571],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016348217,0.00010089347,0.00027464484,0.00023069483,0.000023749997,0.000023420593,0.00021960378,0.000053686726,0.00008208298],"category_scores_gemma":[0.00007564312,0.00007468687,0.0003280477,0.00058265263,0.000002317842,0.00009821655,0.000010624742,0.00012398993,4.2065426e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037191562,0.000009660339,0.000013840637,0.000022439697,0.00071534154,7.006132e-7,0.00007340766,0.99195224,0.005703586,0.0002640743,0.00013385755,0.0011071215],"study_design_scores_gemma":[0.00018377713,0.000050738752,0.00008190052,0.000010629137,0.00068103825,0.0000052177884,0.000008701509,0.9945211,0.0035841179,0.000045798708,0.0007532024,0.00007377259],"about_ca_topic_score_codex":0.0000010011474,"about_ca_topic_score_gemma":0.0000018610813,"teacher_disagreement_score":0.93909395,"about_ca_system_score_codex":0.000033827317,"about_ca_system_score_gemma":0.0000035693038,"threshold_uncertainty_score":0.3045642},"labels":[],"label_agreement":null},{"id":"W2015833128","doi":"10.1115/1.1544542","title":"Vibration of Thick Circular Disks and Shells of Revolution","year":2003,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Conical surface; Axial symmetry; Quadrilateral; Vibration; Rotational symmetry; Mathematical analysis; Mathematics; Finite element method; Geometry; Boundary value problem; Elasticity (physics); Displacement (psychology); Physics","score_opus":0.003909444376768277,"score_gpt":0.17615004374626936,"score_spread":0.1722405993695011,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015833128","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09368625,0.0005909464,0.90396976,0.000008502308,0.00011425019,0.00006289679,0.0000015218118,0.000005965008,0.0015598712],"genre_scores_gemma":[0.984945,0.00037790378,0.014639624,0.000005572472,0.00002171391,2.3438974e-7,0.0000012667948,0.000007596883,0.0000010876328],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99942774,0.00000936968,0.00033429233,0.000040519266,0.00013835123,0.000049750615],"domain_scores_gemma":[0.9996025,0.000013248615,0.0001979301,0.000072906776,0.00008720878,0.000026197356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000189963,0.00005826841,0.00018739079,0.00009543675,0.000012963365,0.000005587635,0.000038257644,0.00005403386,0.000017348924],"category_scores_gemma":[0.000009971833,0.00005244382,0.000052112842,0.00014085222,0.0000049141704,0.000058033915,0.00000471041,0.000082646824,1.4123106e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017921524,0.000014819762,0.000009422429,0.00010723203,0.00009825384,5.394291e-7,0.00038153218,0.28708434,0.6543091,0.055945843,0.00003680295,0.0019941763],"study_design_scores_gemma":[0.00077166356,0.00013021308,0.00017724867,0.00007306357,0.00037035957,0.000029747742,0.00022918591,0.35070592,0.6113199,0.035457775,0.00055677985,0.00017814193],"about_ca_topic_score_codex":4.6326102e-7,"about_ca_topic_score_gemma":7.3159924e-7,"teacher_disagreement_score":0.8912587,"about_ca_system_score_codex":0.000022177364,"about_ca_system_score_gemma":0.00001062771,"threshold_uncertainty_score":0.21385969},"labels":[],"label_agreement":null},{"id":"W2016188956","doi":"10.1080/01495730801978471","title":"Thermal Stress in a Nonhomogeneous Curved Beam","year":2008,"lang":"en","type":"article","venue":"Journal of Thermal Stresses","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Thermoelastic damping; Beam (structure); Stiffness; Stress (linguistics); Materials science; Bending stiffness; Stress field; Elasticity (physics); Flexural strength; Thermal; Mechanics; Physics; Composite material; Optics; Finite element method; Thermodynamics","score_opus":0.0072973952758565745,"score_gpt":0.19605210462427147,"score_spread":0.1887547093484149,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016188956","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964983,0.0019693591,0.00033911693,0.000023517932,0.00015612556,0.000035016958,0.0000057825687,0.000018946264,0.00095383223],"genre_scores_gemma":[0.99877596,0.00046319122,0.0004354043,0.000013064163,0.0002716963,6.8082454e-7,0.0000034425072,0.00001865454,0.00001789961],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991919,0.0000266231,0.0003645248,0.00006396774,0.00019635538,0.00015667315],"domain_scores_gemma":[0.999611,0.000035986286,0.00011248678,0.000105354746,0.00007776589,0.000057375426],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000059393566,0.00012357147,0.0002478709,0.00015566203,0.000040625524,0.000022192935,0.00019048562,0.00005326439,0.00018061069],"category_scores_gemma":[0.000012874109,0.000098499455,0.00012188079,0.0001907843,0.000022149317,0.0001618441,0.000017392644,0.00018086188,0.0000024864644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029276518,0.000036749952,0.021606365,0.000014120847,0.00008210902,0.00017857029,0.0003136529,0.9464111,0.026981588,0.0000014467233,0.00010897035,0.00423607],"study_design_scores_gemma":[0.003128795,0.0004203262,0.5557506,0.00036506137,0.00025181443,0.00066719885,0.00030230594,0.10227639,0.33350456,0.00006838238,0.0022418415,0.0010227396],"about_ca_topic_score_codex":0.000023602199,"about_ca_topic_score_gemma":0.00005142303,"teacher_disagreement_score":0.8441347,"about_ca_system_score_codex":0.00004486067,"about_ca_system_score_gemma":0.000019291629,"threshold_uncertainty_score":0.4016691},"labels":[],"label_agreement":null},{"id":"W2017664099","doi":"10.1007/s10704-006-9027-4","title":"Transverse shear and pressurization effects in the bending of plates with reinforced cracks","year":2006,"lang":"en","type":"article","venue":"International Journal of Fracture","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Bending moment; Materials science; Structural engineering; Isotropy; Crack closure; Pure bending; Bending; Transverse plane; Crack tip opening displacement; Shear (geology); Boundary value problem; Bending of plates; Fracture mechanics; Mechanics; Composite material; Engineering; Mathematics; Physics","score_opus":0.0010756498377757508,"score_gpt":0.17677404714908979,"score_spread":0.17569839731131404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017664099","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8654561,0.00039247738,0.13325335,0.0002450918,0.00012309714,0.00006614817,0.0000026609225,0.0000061735527,0.0004549014],"genre_scores_gemma":[0.9988056,0.00004015713,0.0010004451,0.00003152041,0.00010305022,3.4813354e-7,0.00000875744,0.000004906829,0.000005239102],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995197,0.000012955298,0.0001876839,0.000032150405,0.00020704996,0.000040429142],"domain_scores_gemma":[0.99971426,0.000071049806,0.00009495167,0.000033068438,0.00007757397,0.000009087357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006939569,0.000056321802,0.00009832235,0.00013156678,0.000010855204,0.000029979898,0.000096611344,0.000032198295,0.000012296647],"category_scores_gemma":[0.00000748487,0.000034667115,0.000030385534,0.00007644102,0.0000110983865,0.00017124628,0.0000027707651,0.00011109558,5.5451707e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037855498,0.000005007276,0.002739789,0.000013868497,0.000063610154,0.000014065575,0.00050734996,0.9916393,0.0041380622,0.00022547587,0.00009404225,0.0005215672],"study_design_scores_gemma":[0.0034526924,0.00027030797,0.3505324,0.00064844306,0.00031440041,0.00035594625,0.000317247,0.57806146,0.060943358,0.0010778462,0.0036972195,0.0003286958],"about_ca_topic_score_codex":0.000018159391,"about_ca_topic_score_gemma":0.000013767352,"teacher_disagreement_score":0.41357785,"about_ca_system_score_codex":0.000016140979,"about_ca_system_score_gemma":0.0000049307214,"threshold_uncertainty_score":0.14136839},"labels":[],"label_agreement":null},{"id":"W2018256293","doi":"10.1142/s1758825110000755","title":"THERMAL EFFECT ON THE BENDING BEHAVIOR OF CURVED FUNCTIONALLY GRADED PIEZOELECTRIC ACTUATORS","year":2010,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Piezoelectricity; Actuator; Materials science; Thermal conduction; Bending; Cantilever; Airy function; Thermal; Mechanics; Structural engineering; Acoustics; Composite material; Physics; Engineering; Electrical engineering; Mathematics; Mathematical analysis; Thermodynamics","score_opus":0.004101883162364147,"score_gpt":0.20193993291202628,"score_spread":0.19783804974966213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018256293","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9437183,0.000013784231,0.053534903,0.000055836394,0.0015888498,0.00010893355,0.000004499901,0.000019432791,0.00095545856],"genre_scores_gemma":[0.99885213,0.000014479696,0.00073682424,0.000040193245,0.00032122104,0.0000052359687,0.0000074452078,0.000018550918,0.000003915743],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989898,0.000013261606,0.00034073793,0.00007156706,0.0004911215,0.00009348966],"domain_scores_gemma":[0.99928707,0.00016007212,0.00022209986,0.000106677406,0.00018626836,0.000037803773],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031432806,0.00012027299,0.00016873553,0.00024084604,0.0000400987,0.000035862708,0.0003507558,0.00006656843,0.00018400267],"category_scores_gemma":[0.00002972784,0.00008116993,0.00015739923,0.00016582341,0.000009678877,0.000060260492,0.000019357944,0.00040073146,0.0000031525747],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025701863,0.00007594891,0.00014806769,0.000007880102,0.0007002865,0.000009814697,0.00018621092,0.087798096,0.6994462,0.09401143,0.00015114615,0.11720789],"study_design_scores_gemma":[0.0023785434,0.0007130283,0.002048545,0.00007318917,0.00073797756,0.00012652457,0.00009655054,0.2915102,0.69138825,0.008945437,0.0014286559,0.0005531134],"about_ca_topic_score_codex":0.0000010670184,"about_ca_topic_score_gemma":0.0000037084023,"teacher_disagreement_score":0.20371209,"about_ca_system_score_codex":0.000053571042,"about_ca_system_score_gemma":0.000020548341,"threshold_uncertainty_score":0.33100137},"labels":[],"label_agreement":null},{"id":"W2018605420","doi":"10.2514/2.1486","title":"Structural Design Optimization of Nonlinear Symmetric Structures Using the Group Theoretic Approach","year":2001,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Truss; Nonlinear system; Eigenvalues and eigenvectors; Mathematics; Structural system; Subspace topology; Buckling; Stability (learning theory); Degrees of freedom (physics and chemistry); Optimization problem; Displacement (psychology); Mathematical optimization; Applied mathematics; Structural engineering; Computer science; Mathematical analysis; Engineering; Physics","score_opus":0.015071015826477047,"score_gpt":0.22292421493817682,"score_spread":0.20785319911169978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018605420","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1265955,0.000767727,0.8718651,0.000014588792,0.00020621953,0.000096864555,0.0000016813016,0.000027809347,0.0004245426],"genre_scores_gemma":[0.8208182,0.00028182834,0.1785997,0.000016073,0.00024785352,5.683885e-7,0.000009379503,0.00002312004,0.000003310923],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900377,0.00009797573,0.0003501335,0.00010136403,0.0002565664,0.00019021287],"domain_scores_gemma":[0.9994672,0.00005700166,0.00013671063,0.00017239306,0.00011184488,0.000054857606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022009708,0.00015558868,0.00019811827,0.00024669818,0.00020021708,0.0001086671,0.00023248006,0.0000672963,0.0001400924],"category_scores_gemma":[0.000021703556,0.00009990077,0.00011309901,0.00077265303,0.000051543688,0.0001736465,0.000020625013,0.00025189237,2.57523e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001444534,0.0000038535395,0.00030124665,0.0000087588005,0.00008505165,0.0000021858639,0.00015288068,0.995552,0.0006661664,0.000786836,0.00002001235,0.0024065434],"study_design_scores_gemma":[0.00022260893,0.000026947368,0.0005340391,0.000008487023,0.00012909398,0.00037478743,0.00008634365,0.99689764,0.00034371318,0.0012376392,0.000022465772,0.000116247706],"about_ca_topic_score_codex":0.0000063046346,"about_ca_topic_score_gemma":6.372714e-7,"teacher_disagreement_score":0.6942227,"about_ca_system_score_codex":0.000060727652,"about_ca_system_score_gemma":0.000015415791,"threshold_uncertainty_score":0.4073835},"labels":[],"label_agreement":null},{"id":"W2019208709","doi":"10.1115/imece2009-10687","title":"Growth of Delamination for Laminates Circular Plates Subjected to Transverse Loads","year":2009,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"National Natural Science Foundation of China; Natural Science Foundation of Hunan Province; Education Department of Hunan Province","keywords":"Delamination (geology); Materials science; Transverse plane; Transverse shear; Composite material; Boundary value problem; Fiber pull-out; Nonlinear system; Strain energy release rate; Shear (geology); Structural engineering; Physics; Mathematics; Fracture mechanics; Engineering; Mathematical analysis; Composite laminates; Geology","score_opus":0.0029766749665050894,"score_gpt":0.1892662519117208,"score_spread":0.18628957694521572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019208709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4993955,0.000044405053,0.4991804,0.0000636879,0.000030844265,0.00014791946,0.0000049944565,0.00008944325,0.0010427926],"genre_scores_gemma":[0.9906767,0.000011470797,0.009176885,0.000024492261,0.000016479691,0.000003350605,0.00004923044,0.00000764439,0.000033746],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961716,0.0000040573573,0.00014394362,0.00008102201,0.00006558649,0.000088203036],"domain_scores_gemma":[0.99976856,0.000020531887,0.000013150329,0.000069979884,0.000101818965,0.000025972467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003675659,0.00007453042,0.00011747456,0.00013196694,0.000018612984,0.000010930584,0.000053314026,0.00003926264,0.000032883167],"category_scores_gemma":[0.00001031833,0.00007030351,0.00006065124,0.00025865377,0.000003645709,0.000068800204,0.0000015758909,0.00002074869,0.0000011181813],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025636207,0.00002984084,0.00028575215,0.00008647002,0.000091118156,8.61219e-7,0.00082300336,0.25631037,0.72066706,0.0053037535,0.00047712517,0.015898965],"study_design_scores_gemma":[0.0003628038,0.0001232826,0.012944059,0.000012937199,0.00008310776,0.0000011272045,0.0000407377,0.3652908,0.6199178,0.00087786163,0.00017350251,0.00017198715],"about_ca_topic_score_codex":0.000007067223,"about_ca_topic_score_gemma":0.000014309119,"teacher_disagreement_score":0.4912812,"about_ca_system_score_codex":0.00002033599,"about_ca_system_score_gemma":0.0000025235518,"threshold_uncertainty_score":0.2866894},"labels":[],"label_agreement":null},{"id":"W2021222673","doi":"10.1016/j.matdes.2009.10.060","title":"Differential quadrature analysis of functionally graded circular and annular sector plates on elastic foundation","year":2009,"lang":"en","type":"article","venue":"Materials & Design (1980-2015)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Buckling; Nyström method; Boundary value problem; Quadrature (astronomy); Poisson's ratio; Critical load; Materials science; RADIUS; Vibration; Modulus; Plate theory; Structural engineering; Material properties; Poisson distribution; Mechanics; Mathematics; Geometry; Composite material; Mathematical analysis; Physics; Engineering; Optics; Acoustics","score_opus":0.008018287476757395,"score_gpt":0.20755799348883153,"score_spread":0.19953970601207413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021222673","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8372549,0.00014945329,0.16191983,0.00003713348,0.00031896244,0.00017005652,0.000032471522,0.00009857103,0.00001864537],"genre_scores_gemma":[0.9981252,0.000043583408,0.0010649947,0.000031447173,0.00015023568,0.00000630003,0.00053806434,0.000022555301,0.000017641309],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987904,0.00009829665,0.00040452296,0.00026749732,0.00025426835,0.00018505576],"domain_scores_gemma":[0.99943316,0.000060321036,0.00011964255,0.00023383442,0.00009110194,0.000061921186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012406892,0.000247555,0.0005131147,0.00045360505,0.000078936195,0.00016036445,0.000095126044,0.00014583397,0.00051471643],"category_scores_gemma":[0.000018214543,0.00022219255,0.0001103404,0.0005102499,0.000021385486,0.00013785859,0.000010756675,0.000073470306,0.000006976469],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006862566,0.000028088467,0.00021495651,0.000032304328,0.0007559829,0.000002565622,0.00014891705,0.2419102,0.75593555,0.00058489305,0.00010342131,0.00021448011],"study_design_scores_gemma":[0.0015488146,0.0006397394,0.2351468,0.00011571397,0.006830522,0.000011134523,0.000052943225,0.30393726,0.44785658,0.002468213,0.00025334788,0.00113892],"about_ca_topic_score_codex":0.000016702286,"about_ca_topic_score_gemma":0.00000737705,"teacher_disagreement_score":0.30807897,"about_ca_system_score_codex":0.00005065081,"about_ca_system_score_gemma":0.000011242566,"threshold_uncertainty_score":0.90607494},"labels":[],"label_agreement":null},{"id":"W2021782242","doi":"10.1016/j.cma.2007.12.023","title":"An adaptive enhancement of dynamic buckling of a laminated composite beam under axial impact by surface bonded piezoelectric patches","year":2008,"lang":"en","type":"article","venue":"Computer Methods in Applied Mechanics and Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Buckling; Materials science; Composite number; Piezoelectricity; Structural engineering; Composite material; Beam (structure); Surface (topology); Engineering; Mathematics; Geometry","score_opus":0.0072662310620068005,"score_gpt":0.2509700685149056,"score_spread":0.2437038374528988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021782242","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3628344,0.00036211108,0.6365897,6.6406574e-7,0.000057969726,0.00010054026,0.000004300745,0.000040590934,0.000009693213],"genre_scores_gemma":[0.6020585,0.00016887186,0.39771807,0.0000021644935,0.000008937219,0.0000029205166,0.000018280327,0.000021805256,4.817682e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898505,0.000028076565,0.00040987632,0.00022624637,0.0001231703,0.00022755521],"domain_scores_gemma":[0.999543,0.00008784548,0.00007882565,0.00018654657,0.00003811163,0.00006563307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025849146,0.00023554412,0.0004864988,0.000206476,0.000028985343,0.0000114489085,0.00012658042,0.00010446902,0.0000038788194],"category_scores_gemma":[0.0000018126705,0.00024235438,0.00006533995,0.00050068035,0.000009250311,0.000051632065,0.00004134004,0.00017729419,7.656804e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012389088,0.000019254581,0.0000041698095,0.000033947723,0.00006177994,5.2482176e-7,0.00022574968,0.5405538,0.4497068,0.00023521009,0.0000012103313,0.009145122],"study_design_scores_gemma":[0.0003162924,0.000112019356,0.00013085523,0.000029340714,0.000025107523,0.0000038230337,0.000018051232,0.85903984,0.13990279,0.00022729635,0.0000023752782,0.00019223496],"about_ca_topic_score_codex":0.000017868748,"about_ca_topic_score_gemma":0.0000015558263,"teacher_disagreement_score":0.31848598,"about_ca_system_score_codex":0.00009630914,"about_ca_system_score_gemma":0.000010894901,"threshold_uncertainty_score":0.9882925},"labels":[],"label_agreement":null},{"id":"W2024068727","doi":"10.1007/s10999-010-9139-x","title":"Consistent element coupling in nonlinear static and dynamic analyses using explicit solvers","year":2010,"lang":"en","type":"article","venue":"International Journal of Mechanics and Materials in Design","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada); York University; University of Toronto","funders":"","keywords":"Solid mechanics; Finite element method; Nonlinear system; Constraint (computer-aided design); Robustness (evolution); Coupling (piping); Computer science; Element (criminal law); Consistency (knowledge bases); Mathematical optimization; Dynamic problem; Algorithm; Applied mathematics; Mathematics; Structural engineering; Engineering; Mechanical engineering; Geometry; Materials science; Physics","score_opus":0.02306998914951295,"score_gpt":0.29700866943060994,"score_spread":0.27393868028109697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024068727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7653363,0.000084523934,0.23403928,0.000024307157,0.00046271834,0.00004345522,0.0000049078512,0.0000028377349,0.0000017190522],"genre_scores_gemma":[0.95614254,0.00052324485,0.043266594,0.000016374694,0.000038531998,7.8046696e-7,0.0000032006967,0.000008229911,4.9981287e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993058,0.000015187758,0.00039906008,0.000065926375,0.0001401942,0.00007382283],"domain_scores_gemma":[0.99969834,0.0000410118,0.00011330172,0.00003773819,0.000081647406,0.000027942413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003820622,0.00007803065,0.00017784425,0.00026812596,0.000012103868,0.00007971726,0.00007637915,0.0000358623,0.000029307257],"category_scores_gemma":[0.000021290887,0.00007065656,0.00001944504,0.000050594786,0.0000044645267,0.00009791909,0.0000220793,0.00008482632,9.0198974e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025491925,0.000009072865,0.0000327034,0.000008725718,0.000057057787,0.000020154415,0.00008465969,0.45772594,0.54141414,0.00033808383,0.000001616107,0.00028237034],"study_design_scores_gemma":[0.0004269002,0.000022462249,0.000105134895,0.000062420215,0.000029647184,0.000041014304,0.000086789965,0.96992433,0.027944656,0.0012758779,0.000010918721,0.00006986795],"about_ca_topic_score_codex":0.000019922176,"about_ca_topic_score_gemma":0.000052653602,"teacher_disagreement_score":0.51346946,"about_ca_system_score_codex":0.000051834395,"about_ca_system_score_gemma":0.000015883707,"threshold_uncertainty_score":0.2881291},"labels":[],"label_agreement":null},{"id":"W2025916910","doi":"10.1007/s00466-004-0622-9","title":"Non-linear beam vibration problems and simplifications in finite element models","year":2004,"lang":"en","type":"article","venue":"Computational Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Sleep Society","funders":"","keywords":"Finite element method; Beam (structure); Computation; Vibration; Stiffness; Boundary value problem; Boundary (topology); Mathematics; Mathematical analysis; Applied mathematics; Structural engineering; Physics; Engineering; Algorithm","score_opus":0.012591397981164893,"score_gpt":0.21442613491782955,"score_spread":0.20183473693666465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025916910","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024319896,0.00007646043,0.97511,0.000116830684,0.000053533913,0.00017083176,0.000008304078,0.000054154687,0.000089982306],"genre_scores_gemma":[0.9576375,0.00004616034,0.04197257,0.000058729416,0.00002760325,0.000018327728,0.00022373722,0.000013132964,0.000002232639],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942786,0.000004507319,0.00022221902,0.00013254165,0.00011895479,0.00009389891],"domain_scores_gemma":[0.99977815,0.000023415825,0.000029142497,0.000074743366,0.000060491653,0.0000340306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005869343,0.000090270965,0.000094698866,0.00012930694,0.000052792446,0.000030247578,0.00004925106,0.000039983475,0.000006665322],"category_scores_gemma":[0.0000040350133,0.000098954064,0.000021512904,0.00024822826,0.0000042550614,0.00015653348,0.00001616026,0.00006952106,0.0000036831755],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000011070224,0.000013204671,0.000008739349,0.000014544911,0.000011643921,3.139478e-7,0.00027129304,0.9791989,0.00039966468,0.019598553,0.0000049993687,0.00047705686],"study_design_scores_gemma":[0.00027471528,0.000014712013,0.00019050075,0.000015356996,0.000009659093,0.0000012836123,0.000015453596,0.8843042,0.00021066752,0.114845335,0.000027743477,0.00009033028],"about_ca_topic_score_codex":0.0000072363405,"about_ca_topic_score_gemma":0.000030948864,"teacher_disagreement_score":0.9333176,"about_ca_system_score_codex":0.00007444997,"about_ca_system_score_gemma":0.000017555149,"threshold_uncertainty_score":0.40352297},"labels":[],"label_agreement":null},{"id":"W2026065853","doi":"10.1016/j.compstruct.2011.04.016","title":"Thermal effects on nonlinear vibrations of functionally graded doubly curved shells using higher order shear deformation theory","year":2011,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":86,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Vibration; Mathematical analysis; Equations of motion; Shell (structure); Axial symmetry; Quadratic equation; Ordinary differential equation; Physics; Mechanics; Mathematics; Classical mechanics; Geometry; Differential equation; Materials science","score_opus":0.013488289182109417,"score_gpt":0.21249242597172313,"score_spread":0.1990041367896137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026065853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93173647,0.00022699092,0.060260825,0.000010376613,0.0007820694,0.00028782268,0.000017938439,0.00019130077,0.0064862263],"genre_scores_gemma":[0.9711986,0.000006273775,0.028309062,0.00007816644,0.00023909123,0.0000041453177,0.00011063382,0.00003999634,0.000014026571],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989332,0.00009013194,0.00035922276,0.00018789707,0.0002352672,0.00019430157],"domain_scores_gemma":[0.999324,0.00007428216,0.000106699714,0.00029208252,0.00013953638,0.00006340294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000078387275,0.0002524621,0.00027568243,0.00023553614,0.00014049443,0.00004122754,0.00016792116,0.000120021534,0.00040272696],"category_scores_gemma":[0.0000069145863,0.00021176715,0.0001284723,0.00037617612,0.000041378124,0.00024018818,0.000030074627,0.00017567916,0.000006580961],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001553171,0.000028450007,0.00053135725,0.00010241676,0.00030727277,0.0000020576601,0.0007160844,0.68658864,0.30038705,0.0075991857,0.000039154304,0.003542972],"study_design_scores_gemma":[0.0012999091,0.00020209182,0.17507386,0.00009943371,0.00044015446,0.00001062489,0.000027368675,0.33070636,0.48241085,0.008868553,0.00016071716,0.0007000743],"about_ca_topic_score_codex":0.000015580978,"about_ca_topic_score_gemma":0.0000033354927,"teacher_disagreement_score":0.35588232,"about_ca_system_score_codex":0.000050457198,"about_ca_system_score_gemma":0.000016999498,"threshold_uncertainty_score":0.8635614},"labels":[],"label_agreement":null},{"id":"W2026209814","doi":"10.1088/0964-1726/15/6/032","title":"Sensitivity analysis and design optimization of smart laminated beams using layerwise theory","year":2006,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Sequential quadratic programming; Finite element method; Sensitivity (control systems); Displacement (psychology); Reduction (mathematics); Optimization problem; Actuator; Maximization; Optimal design; Mathematical optimization; Quadratic programming; Minification; Control theory (sociology); Engineering; Computer science; Structural engineering; Mathematics; Electronic engineering","score_opus":0.005350232647024102,"score_gpt":0.19567733517509914,"score_spread":0.19032710252807503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026209814","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67488277,0.00016039744,0.32471293,0.0000025306624,0.00006546387,0.000074453754,0.000031167943,0.00003530928,0.000035009398],"genre_scores_gemma":[0.977825,0.000054537897,0.02196614,0.0000060787706,0.00004629978,0.0000011656641,0.000077734345,0.000016150769,0.0000069294742],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99920535,0.00013536865,0.00026958174,0.00017066178,0.00009027446,0.00012877778],"domain_scores_gemma":[0.9996513,0.000055837947,0.000079038626,0.00012655609,0.000057500147,0.000029777824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023956803,0.00016366434,0.00036480438,0.00020608288,0.000081497084,0.00008714741,0.000028558728,0.0000859692,0.00008718079],"category_scores_gemma":[0.000010039421,0.0001411792,0.000043145297,0.00028868933,0.000052716205,0.000095982134,0.000023905734,0.000032843018,7.038744e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028303992,0.000002737186,0.0016118109,0.000036147158,0.00018287431,0.0000018420501,0.000051940424,0.8165416,0.18087456,0.0003813365,0.000006041555,0.00028081046],"study_design_scores_gemma":[0.00025139426,0.00002474287,0.066702105,0.000013135425,0.001000866,0.000012726484,0.00002097206,0.6650829,0.26425362,0.0023720206,0.000007950623,0.00025757705],"about_ca_topic_score_codex":0.00035972183,"about_ca_topic_score_gemma":0.00007897592,"teacher_disagreement_score":0.30294222,"about_ca_system_score_codex":0.000013642113,"about_ca_system_score_gemma":0.0000048834177,"threshold_uncertainty_score":0.5757121},"labels":[],"label_agreement":null},{"id":"W2027145784","doi":"10.1115/1.4027862","title":"Free Vibration of Moderately Thick Conical Shells Using a Higher Order Shear Deformable Theory","year":2014,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Conical surface; Vibration; Boundary value problem; Parametric statistics; Power series; Equations of motion; Series (stratigraphy); Mathematical analysis; Shear (geology); Boundary (topology); Mathematics; Geometry; Mechanics; Physics; Classical mechanics; Materials science; Acoustics; Composite material; Geology","score_opus":0.008413270594315144,"score_gpt":0.21661415231911885,"score_spread":0.2082008817248037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027145784","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13434415,0.00013441982,0.8647959,0.000054629,0.00016586625,0.00003038469,0.0000028386478,0.000009791643,0.00046198186],"genre_scores_gemma":[0.95947355,0.000105760766,0.040115584,0.00010346167,0.00016873564,1.3634867e-7,0.000003817838,0.000011517141,0.00001744365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992891,0.000042396347,0.0003886058,0.00004922995,0.00015497478,0.00007572549],"domain_scores_gemma":[0.99942356,0.000060224378,0.0001563984,0.0000878912,0.00022621699,0.000045735153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023275778,0.00008341698,0.00019194341,0.00009261699,0.00005183367,0.00006270286,0.000060305847,0.000077016804,0.00007595573],"category_scores_gemma":[0.00004758269,0.00006690793,0.00004436252,0.00012528022,0.000024764944,0.00030640396,0.000013935037,0.00012498062,2.8435903e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027405993,0.0000095334,0.00003148902,0.000030186531,0.00004082844,4.1744303e-7,0.00010051756,0.9134608,0.08339272,0.001970645,0.00010853184,0.00082694564],"study_design_scores_gemma":[0.00035942777,0.000064933214,0.000790701,0.000029301016,0.00011389859,0.000013102559,0.000028607834,0.99076444,0.0051398403,0.0025310966,0.000091085065,0.00007354953],"about_ca_topic_score_codex":0.0000011708551,"about_ca_topic_score_gemma":7.8033247e-7,"teacher_disagreement_score":0.8251294,"about_ca_system_score_codex":0.00002023532,"about_ca_system_score_gemma":0.000024008294,"threshold_uncertainty_score":0.27284262},"labels":[],"label_agreement":null},{"id":"W2027449062","doi":"10.1115/detc2014-35400","title":"Spectral and Modal Behaviour of 3D Timoshenko Gyroelastic Beams","year":2014,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Timoshenko beam theory; Torsion (gastropod); Modal; Elasticity (physics); Modal analysis; Beam (structure); Bending; Classical mechanics; Physics; Structural engineering; Materials science; Vibration; Optics; Acoustics; Engineering; Composite material","score_opus":0.0022886598203648036,"score_gpt":0.17161725669809688,"score_spread":0.16932859687773208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027449062","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80314213,0.000038838734,0.1864601,0.000009780833,0.000054439697,0.000026442225,0.0000013425915,0.000054765642,0.010212177],"genre_scores_gemma":[0.98776555,0.000008650029,0.012092693,0.000006401799,0.00003796036,3.0732792e-7,0.0000065580457,0.000007696495,0.00007417356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99970615,0.0000045144707,0.000100439094,0.000064026506,0.000054038606,0.00007083763],"domain_scores_gemma":[0.99985737,0.000012529822,0.000010779257,0.000077615165,0.000013715871,0.000028004366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000024163537,0.00005931172,0.00010159662,0.000030806186,0.000013448619,0.000011135833,0.000032064883,0.000025155137,0.00013662894],"category_scores_gemma":[0.000002649445,0.000051143234,0.000021898617,0.000062384315,0.0000109821485,0.000036838166,0.000009249172,0.000035458022,0.0000021360122],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026444295,0.000007726305,0.011538531,0.000021055053,0.00003450127,3.4947843e-7,0.000098312856,0.97603846,0.006283725,0.0020573263,0.00014977138,0.003767572],"study_design_scores_gemma":[0.00012608242,0.000027940807,0.025349481,0.000003927304,0.000051083978,0.000002378992,0.000006182354,0.970865,0.0032685595,0.00015776585,0.0000632139,0.000078370766],"about_ca_topic_score_codex":0.00002073056,"about_ca_topic_score_gemma":0.000017898912,"teacher_disagreement_score":0.18462345,"about_ca_system_score_codex":0.0000071473496,"about_ca_system_score_gemma":0.0000012278372,"threshold_uncertainty_score":0.20855606},"labels":[],"label_agreement":null},{"id":"W2027708625","doi":"10.1115/imece2014-39092","title":"Structural Analysis of Variable Stiffness Laminated Plates Using First-Order Shear Deformation Theory","year":2014,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Stiffness; Buckling; Structural engineering; Materials science; Direct stiffness method; Shear (geology); Composite material; Stiffness matrix; Engineering","score_opus":0.00444155467058117,"score_gpt":0.1938182626411246,"score_spread":0.18937670797054343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027708625","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55720377,0.000019865764,0.44115803,0.000002606715,0.000049024686,0.000033897315,0.0000039169686,0.00006372404,0.0014651545],"genre_scores_gemma":[0.98735344,0.0000037839084,0.012456262,0.000010331435,0.00001740049,7.828193e-7,0.00011889441,0.000011265749,0.000027807884],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993859,0.000029049232,0.00025854257,0.00009574917,0.00011174696,0.000119037126],"domain_scores_gemma":[0.999563,0.00006493551,0.0000531862,0.00017119959,0.000120954486,0.000026765934],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013766995,0.00011004452,0.00025407685,0.0003268642,0.000066519635,0.000031261745,0.00007856975,0.00006051987,0.0006084946],"category_scores_gemma":[0.000020866184,0.000089969115,0.00007133944,0.0013186713,0.000015354371,0.00018624208,0.000016696238,0.000049763774,0.0000010971097],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005511755,0.0000019437844,0.0006185613,0.000026920161,0.0004947137,4.6738034e-8,0.00016865309,0.98937947,0.0030827287,0.0048393374,0.0000046327086,0.0013774651],"study_design_scores_gemma":[0.00011207456,0.0000049638616,0.011226718,0.0000067227884,0.0007853786,6.262237e-7,0.00003760684,0.98594314,0.001297036,0.00044342832,0.00003018218,0.000112130256],"about_ca_topic_score_codex":0.000098703866,"about_ca_topic_score_gemma":0.000052410065,"teacher_disagreement_score":0.43014967,"about_ca_system_score_codex":0.00003554596,"about_ca_system_score_gemma":0.0000040735085,"threshold_uncertainty_score":0.66625893},"labels":[],"label_agreement":null},{"id":"W2027922350","doi":"10.1006/jsvi.2001.3822","title":"VIBRATION OF RIGHT-ANGLED TRIANGULAR PLATES PARTIALLY CLAMPED ON ONE SIDE","year":2002,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Space Agency","keywords":"Vibration; Structural engineering; Acoustics; Geometry; Mathematics; Engineering; Physics","score_opus":0.011244234319781395,"score_gpt":0.19992037623235454,"score_spread":0.18867614191257315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027922350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8635673,0.0005298125,0.1344254,0.00019276868,0.00015579078,0.000076342156,0.0000022683491,0.000018814695,0.0010315194],"genre_scores_gemma":[0.99739456,0.00018371583,0.0021424596,0.00003064512,0.00021797317,3.345352e-7,0.0000068334157,0.000008269028,0.000015185801],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931246,0.00002508881,0.00038645358,0.000054263783,0.00015904981,0.00006269541],"domain_scores_gemma":[0.9996028,0.000041164814,0.00018085504,0.000060331517,0.00007791649,0.00003691439],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009734853,0.00007803086,0.00019060053,0.00013892032,0.000045288667,0.000054463497,0.000036272857,0.000056593068,0.00012178638],"category_scores_gemma":[0.000018811208,0.00006453713,0.000067121706,0.00012513039,0.000011362998,0.0003006016,0.0000033340164,0.00008143811,0.0000014453467],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016080894,0.00012510104,0.00052813336,0.000080866936,0.0003742771,0.00000780599,0.0016079918,0.6351012,0.34745306,0.0025309764,0.0004526346,0.011577137],"study_design_scores_gemma":[0.001808957,0.00060892245,0.006109498,0.000104868996,0.00027591534,0.000023465107,0.000083432846,0.86267555,0.12278218,0.004861404,0.00043102234,0.00023478965],"about_ca_topic_score_codex":0.0000010630981,"about_ca_topic_score_gemma":0.000010869521,"teacher_disagreement_score":0.22757433,"about_ca_system_score_codex":0.0000190522,"about_ca_system_score_gemma":0.0000036297836,"threshold_uncertainty_score":0.2631748},"labels":[],"label_agreement":null},{"id":"W2028868264","doi":"10.1016/j.apm.2009.08.008","title":"Free vibration of functionally graded rectangular plates using first-order shear deformation plate theory","year":2009,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":313,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Plate theory; Vibration; Boundary value problem; Stiffness; Vibration of plates; Mathematics; Mathematical analysis; Aspect ratio (aeronautics); Functionally graded material; Shear (geology); Geometry; Materials science; Material properties; Composite material; Physics; Acoustics","score_opus":0.010661725572696608,"score_gpt":0.19078065773252748,"score_spread":0.18011893215983088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028868264","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.061839633,0.00008606634,0.9354673,0.000023946019,0.000029237319,0.00016986005,0.0000025238223,0.00012313783,0.0022582915],"genre_scores_gemma":[0.8047031,0.000025507677,0.19513847,0.000030536095,0.00004669541,0.000004066168,0.000029707002,0.000018594043,0.0000032796518],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906653,0.0000101995665,0.00042538956,0.00013095138,0.00021362025,0.00015331495],"domain_scores_gemma":[0.99951595,0.00008694586,0.000075253614,0.00022357101,0.000057765617,0.000040535495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017391685,0.00015542332,0.00024330473,0.000118392876,0.00008906544,0.000034122975,0.00010103973,0.000101491496,0.00007484148],"category_scores_gemma":[0.000012090107,0.0001415623,0.00006773596,0.0002590901,0.000016713979,0.00016713025,0.000013216597,0.00010709721,0.000004843788],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018592427,0.000015782505,3.214604e-7,0.000054978154,0.000037267353,1.8558649e-7,0.00041436215,0.8797383,0.01058454,0.10866213,0.0000070869523,0.00046645448],"study_design_scores_gemma":[0.00014105414,0.000009736652,0.000003951744,0.00003194705,0.00004922282,0.0000021473913,0.000026812639,0.7125904,0.0044001057,0.28263307,0.000006363499,0.00010521645],"about_ca_topic_score_codex":0.0000012964555,"about_ca_topic_score_gemma":5.6535424e-7,"teacher_disagreement_score":0.74286354,"about_ca_system_score_codex":0.000044704822,"about_ca_system_score_gemma":0.00000696434,"threshold_uncertainty_score":0.5772743},"labels":[],"label_agreement":null},{"id":"W2029067821","doi":"10.1115/detc2011-48043","title":"Analytical Solutions for Oscillation of Rectangular Plate on a Nonlinear Winkler Foundation","year":2011,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Nonlinear system; Homotopy analysis method; Harmonics; Mathematical analysis; Oscillation (cell signaling); Mathematics; Homotopy; Partial differential equation; Control theory (sociology); Applied mathematics; Computer science; Physics","score_opus":0.029136885954567284,"score_gpt":0.23473993714872857,"score_spread":0.20560305119416128,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029067821","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10705284,0.000018148163,0.85404235,0.000033030337,0.0001652306,0.00023034961,0.000009714574,0.0001341102,0.03831421],"genre_scores_gemma":[0.96974236,0.000006844224,0.030019157,0.000012946143,0.00006573047,0.000004015666,0.00007003291,0.000011313971,0.00006760566],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995808,0.0000057888533,0.00016539,0.00008118392,0.00007003657,0.000096778575],"domain_scores_gemma":[0.9997577,0.000021234055,0.000023615823,0.00010684308,0.000068390706,0.000022187154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007019119,0.00006252898,0.0000985325,0.00010446886,0.00004072538,0.000007386527,0.00003444265,0.00004283332,0.0001946441],"category_scores_gemma":[0.000013511933,0.000055753695,0.00006741441,0.00015976773,0.00001058027,0.000065378605,0.0000059313725,0.000029642675,0.00000592361],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012745659,0.000087635584,0.0013430426,0.00007106967,0.00036296766,5.173035e-7,0.0008375529,0.90892655,0.005996762,0.06026887,0.0009613021,0.021016262],"study_design_scores_gemma":[0.00014797178,0.000051722902,0.0020348278,0.00000612542,0.00005728846,3.711203e-7,0.000010996651,0.9941779,0.001975981,0.00082912936,0.0006397311,0.00006795408],"about_ca_topic_score_codex":0.000009052401,"about_ca_topic_score_gemma":0.00002299041,"teacher_disagreement_score":0.8626895,"about_ca_system_score_codex":0.000028315164,"about_ca_system_score_gemma":0.0000049228993,"threshold_uncertainty_score":0.22735697},"labels":[],"label_agreement":null},{"id":"W2029185092","doi":"10.1007/s00231-009-0485-x","title":"Heat flow in functionally graded pipes with isothermal boundary conditions","year":2009,"lang":"en","type":"article","venue":"Heat and Mass Transfer","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Isothermal process; Materials science; Thermal conductivity; Steady state (chemistry); Boundary value problem; Mechanics; Homogeneous; Heat flow; Flow (mathematics); Thermodynamics; Conductivity; Thermal conduction; Boundary (topology); Thermal; Composite material; Physics; Mathematical analysis; Mathematics","score_opus":0.003398134816865799,"score_gpt":0.1768193806698592,"score_spread":0.1734212458529934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029185092","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.869639,0.0007822312,0.12421001,0.00057664607,0.00009384651,0.00015452274,0.000019839856,0.00013424671,0.0043897005],"genre_scores_gemma":[0.9989915,0.00012603182,0.0005429937,0.00016883103,0.00004310656,0.000005154602,0.00006738542,0.000009722211,0.00004528881],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999599,0.000008064437,0.00010111626,0.000102722355,0.00007266454,0.000116444004],"domain_scores_gemma":[0.99987894,0.000007975373,6.501625e-7,0.00005977593,0.000013426628,0.000039236937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000018825192,0.00009966135,0.00012051804,0.00008429858,0.000058366833,0.000036489288,0.000022357854,0.000040946787,0.00016884092],"category_scores_gemma":[2.4510913e-7,0.00008300933,0.000030196572,0.000106323605,0.000018339339,0.00010849795,6.6512905e-7,0.00008024891,0.0000013546995],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012884357,0.00005635346,0.0050206985,0.000055012708,0.00012147683,0.000024456182,0.0008568104,0.8974645,0.090461075,0.0011036738,0.00047140627,0.0042356816],"study_design_scores_gemma":[0.004085039,0.00045334589,0.3264464,0.00013422075,0.000271058,0.00006983885,0.00011108334,0.643941,0.010212722,0.002154949,0.01118757,0.0009327872],"about_ca_topic_score_codex":0.000008229833,"about_ca_topic_score_gemma":0.00018177113,"teacher_disagreement_score":0.3214257,"about_ca_system_score_codex":0.000017007724,"about_ca_system_score_gemma":0.0000076259344,"threshold_uncertainty_score":0.33850223},"labels":[],"label_agreement":null},{"id":"W2029258607","doi":"10.1016/j.euromechsol.2007.08.006","title":"Vibrations of a solid sphere or shell of Functionally Graded Materials","year":2007,"lang":"en","type":"article","venue":"European Journal of Mechanics - A/Solids","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Vibration; Rigidity (electromagnetism); Shell (structure); Spherical shell; Work (physics); Functionally graded material; Classical mechanics; Material properties; Mathematical analysis; Materials science; Physics; Mathematics; Composite material; Acoustics; Thermodynamics","score_opus":0.011515316240781729,"score_gpt":0.22034001176295742,"score_spread":0.2088246955221757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029258607","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24981576,0.000245434,0.74688965,0.000030640553,0.0009018713,0.000082670485,0.00003127097,0.00002906743,0.0019736518],"genre_scores_gemma":[0.98763424,0.00014840136,0.011759715,0.000026242682,0.00029800908,1.2394784e-7,0.0000098601095,0.000039757066,0.00008367612],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984124,0.00009233922,0.0009906518,0.00007972673,0.00028216167,0.00014276062],"domain_scores_gemma":[0.9989983,0.0000433772,0.0004224784,0.00016672362,0.00029039517,0.0000787275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008321495,0.0001373897,0.00034598386,0.0001698313,0.00003482519,0.000019979021,0.00021060008,0.000035251516,0.0006618824],"category_scores_gemma":[0.00004310854,0.00011155785,0.00014733613,0.00029499186,0.000011579612,0.00013743925,0.000030533294,0.00013109157,0.0000051543766],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015761919,0.000043136653,0.000010162487,0.000067145615,0.00030057086,0.000055136075,0.00031078394,0.1454316,0.8502328,0.0012967556,0.00078166026,0.0013126743],"study_design_scores_gemma":[0.0016684863,0.0009646123,0.001306665,0.0002895178,0.0005240771,0.00033268434,0.00032826702,0.021877594,0.9686059,0.00090565655,0.002800548,0.0003960274],"about_ca_topic_score_codex":8.842859e-7,"about_ca_topic_score_gemma":0.000008752725,"teacher_disagreement_score":0.7378185,"about_ca_system_score_codex":0.000029820967,"about_ca_system_score_gemma":0.00003167315,"threshold_uncertainty_score":0.7247148},"labels":[],"label_agreement":null},{"id":"W2029302111","doi":"10.1016/j.soildyn.2010.06.019","title":"Hydroelastic vibration and buckling of rectangular Mindlin plates on Pasternak foundations under linearly varying in-plane loads","year":2010,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Structural engineering; Buckling; Vibration; Plane (geometry); Mathematics; Physics; Engineering; Geometry; Acoustics","score_opus":0.002377039201056486,"score_gpt":0.17166338203907078,"score_spread":0.1692863428380143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029302111","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9215466,0.00007781502,0.0779516,0.000024422716,0.00018749922,0.000055138826,0.0000071988397,0.000044155415,0.000105580664],"genre_scores_gemma":[0.99693036,0.00006324326,0.0028499514,0.0000062403865,0.000056642228,0.0000024661747,0.00005966078,0.000023085155,0.000008337501],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994174,0.000004777957,0.00022094193,0.00013823573,0.00008243829,0.00013616038],"domain_scores_gemma":[0.99971426,0.000078667195,0.00003008485,0.000102646656,0.000019409976,0.00005495792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000071600516,0.00013440163,0.00016370839,0.00021944068,0.000038010985,0.000059428443,0.00003815143,0.0000840556,0.000008906113],"category_scores_gemma":[0.000022221848,0.00014341829,0.000024963807,0.0001686972,0.000013410455,0.000112162415,0.000013874728,0.00022298709,6.5634896e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004226009,0.0000047979806,0.0013514908,0.000043465985,0.000024685398,0.0000016238413,0.00014102289,0.97966784,0.013486895,0.001031627,2.2412164e-7,0.0042420784],"study_design_scores_gemma":[0.00021238075,0.000024733099,0.020829882,0.000055115925,0.000019593504,0.000006969745,0.000016248381,0.9778224,0.0007814165,0.00008581745,0.000009259691,0.00013618045],"about_ca_topic_score_codex":0.000035743346,"about_ca_topic_score_gemma":0.00054602226,"teacher_disagreement_score":0.07538379,"about_ca_system_score_codex":0.000015821155,"about_ca_system_score_gemma":0.0000059560534,"threshold_uncertainty_score":0.58484286},"labels":[],"label_agreement":null},{"id":"W2029553878","doi":"10.1016/j.compstruct.2013.11.008","title":"A new constitutive model for bimodular laminated structures: Application to free vibrations of conical/cylindrical panels","year":2013,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Conical surface; Vibration; Materials science; Structural engineering; Finite element method; Constitutive equation; Transverse plane; Fiber; Composite material; Stress (linguistics); Transverse shear; Modal; Ultimate tensile strength; Deformation (meteorology); Composite number; Engineering; Acoustics; Physics","score_opus":0.007943602062727786,"score_gpt":0.22960802241029687,"score_spread":0.22166442034756909,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029553878","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08020752,0.00012651467,0.91754836,0.00014906732,0.00012914508,0.0010543214,0.00014069527,0.0001690747,0.00047532134],"genre_scores_gemma":[0.8301208,0.000007901085,0.16936955,0.00007529907,0.00010088616,0.00006569814,0.00019765156,0.00003394995,0.000028288146],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99862695,0.000022210359,0.00050952047,0.00034528962,0.00021779326,0.00027826166],"domain_scores_gemma":[0.99872917,0.000096861804,0.0001011441,0.00057486934,0.00028879792,0.00020915961],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000036045905,0.0002908182,0.00043804213,0.00022921879,0.00012590946,0.00009015515,0.0004342461,0.00017199432,0.00009559564],"category_scores_gemma":[0.00004164256,0.00026639097,0.00015853067,0.00042674507,0.00006724913,0.0001760728,0.00008146153,0.0001469219,0.0000049431746],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001883875,0.000006352471,0.000067864254,0.00003733864,0.00012049253,1.8167472e-7,0.00035893102,0.78807694,0.17990482,0.023156261,0.0012124175,0.0070395567],"study_design_scores_gemma":[0.0005698991,0.000037476133,0.0040032575,0.000013753818,0.000121531506,0.0000040348614,0.00002085708,0.90333724,0.040889956,0.050456498,0.00024808315,0.00029743908],"about_ca_topic_score_codex":0.00008923588,"about_ca_topic_score_gemma":0.0000382817,"teacher_disagreement_score":0.7499133,"about_ca_system_score_codex":0.00006964472,"about_ca_system_score_gemma":0.00005515284,"threshold_uncertainty_score":0.99997884},"labels":[],"label_agreement":null},{"id":"W2029951205","doi":"10.1115/1.4006009","title":"Exact Solution of Unsteady Conductive Heat Transfer in Cylindrical Composite Laminates","year":2012,"lang":"en","type":"article","venue":"Journal of Heat Transfer","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Materials science; Thermal conduction; Composite laminates; Composite material; Orthotropic material; Laplace transform; Heat transfer; Cylinder; Exact solutions in general relativity; Electrical conductor; Partial differential equation; Composite number; Mechanics; Separation of variables; Boundary value problem; Anisotropy; Cylindrical coordinate system; Mathematical analysis; Physics; Geometry; Thermodynamics; Mathematics; Optics; Finite element method","score_opus":0.010365619361153277,"score_gpt":0.22587258198820576,"score_spread":0.2155069626270525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029951205","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89300513,0.0017300223,0.10440685,0.00007471712,0.0002238068,0.000082060295,0.0000070560473,0.000011781946,0.0004585628],"genre_scores_gemma":[0.99903333,0.0002743309,0.0005317759,0.000017810407,0.000111104215,9.754415e-7,0.000007221586,0.000020193424,0.0000032424325],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99877053,0.00006982398,0.0006111007,0.000074648764,0.0002359904,0.00023788268],"domain_scores_gemma":[0.99964565,0.000058153943,0.0000050568074,0.00008710955,0.00010645576,0.000097551296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023669716,0.00015826008,0.00044781063,0.00029206803,0.000026804626,0.00001250701,0.00009390601,0.000107152286,0.00008681365],"category_scores_gemma":[0.0000032136234,0.00013093466,0.00020979112,0.0002813064,0.000035509624,0.00041201117,0.000003077138,0.00030533425,0.0000014481503],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015928088,0.000190578,0.008578129,0.0000979636,0.000240486,0.0000094407405,0.0025169651,0.30426744,0.68278956,0.00022684936,0.00004468827,0.00087859976],"study_design_scores_gemma":[0.0044480376,0.0005932759,0.1519471,0.00041742757,0.0008001505,0.00033307052,0.00047233148,0.1290409,0.71040523,0.00007710833,0.00077761634,0.0006877803],"about_ca_topic_score_codex":0.000024794388,"about_ca_topic_score_gemma":0.000024825078,"teacher_disagreement_score":0.17522655,"about_ca_system_score_codex":0.00010693262,"about_ca_system_score_gemma":0.000013477684,"threshold_uncertainty_score":0.533936},"labels":[],"label_agreement":null},{"id":"W2030035453","doi":"10.1063/1.4912586","title":"Analysis of transverse shear strains in pre-twisted thick beams using variational asymptotic method","year":2015,"lang":"en","type":"article","venue":"AIP conference proceedings","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Image warping; Transverse isotropy; Beam (structure); Mathematical analysis; Isotropy; Constitutive equation; Nonlinear system; Physics; Strain energy; Mathematics; Finite element method; Optics","score_opus":0.026369186455510816,"score_gpt":0.2720353130238271,"score_spread":0.2456661265683163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030035453","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40234205,0.000025706266,0.5960046,0.000031747626,0.000040168434,0.000104786785,0.000011695101,0.000054768032,0.0013844849],"genre_scores_gemma":[0.95682985,0.000008330551,0.043062735,0.000012895117,0.000021693435,0.0000037920029,0.000036151898,0.000012762478,0.000011793224],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989529,0.000013953265,0.0003752277,0.00020623296,0.00027676625,0.00017489959],"domain_scores_gemma":[0.9993745,0.000023837729,0.00008291498,0.00008177732,0.00035529633,0.00008168054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031427265,0.00014991596,0.00037907853,0.000536037,0.000022465689,0.000054552667,0.00014464853,0.00010443736,0.000094381314],"category_scores_gemma":[0.000041066487,0.00015254124,0.00010481978,0.0015845152,0.000024195508,0.00026467716,0.000016133261,0.00013958287,7.657685e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016762493,0.00003044243,0.031829875,0.00005396441,0.00065121066,7.104525e-7,0.010049268,0.93359554,0.02009046,0.002822923,0.000010529499,0.0008483142],"study_design_scores_gemma":[0.00027268878,0.000024258534,0.04770991,0.000024687804,0.0006950073,0.0000014982512,0.000338837,0.94999605,0.00041107056,0.00036249225,0.000015666395,0.00014783858],"about_ca_topic_score_codex":0.00020721075,"about_ca_topic_score_gemma":0.000072374474,"teacher_disagreement_score":0.5544878,"about_ca_system_score_codex":0.00012023309,"about_ca_system_score_gemma":0.00006843267,"threshold_uncertainty_score":0.6220451},"labels":[],"label_agreement":null},{"id":"W2030040017","doi":"10.2514/2.2033","title":"Force Method Revisited","year":2003,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria; Concordia University","funders":"","keywords":"Finite element method; Compatibility (geochemistry); Gauss; Force field (fiction); Classical mechanics; Structural mechanics; Continuum mechanics; Structural engineering; Mathematics; Computer science; Applied mathematics; Physics; Engineering","score_opus":0.004113078302480359,"score_gpt":0.22563855413253592,"score_spread":0.22152547583005555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030040017","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007477923,0.0011357714,0.9588593,0.000049770937,0.00022933388,0.000029269924,6.0464777e-7,0.000055337296,0.03216265],"genre_scores_gemma":[0.8837308,0.0003201031,0.11520494,0.00012039198,0.00018096031,5.8379254e-7,0.000002679703,0.000021030532,0.00041845685],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99956775,0.000038794613,0.00014835739,0.000049469847,0.00008625214,0.00010935248],"domain_scores_gemma":[0.9997739,0.000017888093,0.000025792873,0.00008211583,0.00004282586,0.00005748007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016730404,0.00006562628,0.00010065526,0.00007478517,0.00006755384,0.00006118878,0.0000546432,0.0000290129,0.00053368823],"category_scores_gemma":[0.000016546172,0.00005572134,0.000072219256,0.00013658097,0.000002805704,0.00008683111,0.0000031420568,0.00014479006,0.000010960279],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048708343,0.000007090364,0.001395847,0.000019299581,0.00025992334,0.000026413412,0.00028015472,0.921503,0.019625653,0.005674445,0.011406656,0.03979662],"study_design_scores_gemma":[0.0012080125,0.000075131466,0.0030936683,0.00007826008,0.00035190996,0.001771208,0.0000848599,0.6201163,0.028223995,0.015359865,0.328914,0.0007227905],"about_ca_topic_score_codex":4.1027207e-7,"about_ca_topic_score_gemma":8.6134577e-7,"teacher_disagreement_score":0.87625295,"about_ca_system_score_codex":0.000030363766,"about_ca_system_score_gemma":0.0000058511396,"threshold_uncertainty_score":0.5843512},"labels":[],"label_agreement":null},{"id":"W2031085148","doi":"10.1615/intjmultcompeng.v2.i1.100","title":"Asymptotic Homogenization Models for Smart Composite Plates with Rapidly Varying Thickness: Part II-Applications","year":2004,"lang":"en","type":"article","venue":"International Journal for Multiscale Computational Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Orthotropic material; Homogenization (climate); Materials science; Asymptotic homogenization; Composite laminates; Composite material; Composite number; Thermal expansion; Representative elementary volume; Structural engineering; Finite element method; Microstructure; Engineering","score_opus":0.0071658351993011595,"score_gpt":0.22311670609828377,"score_spread":0.2159508708989826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031085148","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0109621985,0.00028179056,0.9868119,0.00027331655,0.0008012129,0.0004889248,0.00011600602,0.00020268495,0.00006196356],"genre_scores_gemma":[0.7030248,0.0000451534,0.29535234,0.000053734933,0.0005692046,0.00016378569,0.0006994111,0.00006842341,0.000023180603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986628,0.0000059647828,0.00048230094,0.00022773654,0.00037458658,0.00024660575],"domain_scores_gemma":[0.99874073,0.00017102319,0.00011861775,0.00009435435,0.0007613263,0.00011396341],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012090637,0.00024824217,0.0002279262,0.0003282927,0.0003370108,0.00021538284,0.0002802206,0.00007897347,0.000008872501],"category_scores_gemma":[0.000017626468,0.00024547242,0.00017290638,0.00020947962,0.00002040115,0.0005299741,0.000029538078,0.00017271022,0.000001763492],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043884378,0.000038140963,0.00004640866,0.000038095917,0.0004267937,0.0000027363124,0.00018444714,0.9891046,0.0006909922,0.0068529905,0.0000502718,0.002520633],"study_design_scores_gemma":[0.0019036995,0.000056107892,0.00016697287,0.00013348807,0.000089252986,0.00020237354,0.000012262596,0.9858809,0.0005257863,0.008964692,0.0017635078,0.0003009654],"about_ca_topic_score_codex":0.000004093462,"about_ca_topic_score_gemma":0.0000059402123,"teacher_disagreement_score":0.69206256,"about_ca_system_score_codex":0.0002902122,"about_ca_system_score_gemma":0.000048350143,"threshold_uncertainty_score":0.99999976},"labels":[],"label_agreement":null},{"id":"W2031469297","doi":"10.1016/j.ijmecsci.2005.04.008","title":"Thermomechanical postbuckling analysis of moderately thick functionally graded plates and shallow shells","year":2005,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":139,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Boundary value problem; Composite material; Plate theory; Buckling; Material properties; Transverse plane; Functionally graded material; Deflection (physics); Shell (structure); Volume fraction; Shear (geology); Structural engineering; Mathematics; Classical mechanics; Physics; Engineering; Mathematical analysis","score_opus":0.011388420431406813,"score_gpt":0.24796069734722143,"score_spread":0.23657227691581462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031469297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9108376,0.00042212373,0.08716339,0.00080149405,0.00032572285,0.000029091972,0.0000065918744,0.000015531747,0.00039844768],"genre_scores_gemma":[0.99194807,0.00026027468,0.007531295,0.00009139741,0.00015313995,3.4031007e-7,0.0000030432975,0.0000047087588,0.000007755856],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985774,0.000029341618,0.0005083341,0.000121822544,0.0006578,0.000105257466],"domain_scores_gemma":[0.99925846,0.00015894951,0.00017778503,0.000050615443,0.00028394867,0.00007024779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005296028,0.00009635932,0.00026430146,0.0004404791,0.000047505426,0.00008763605,0.00035156598,0.0000592086,0.00025346974],"category_scores_gemma":[0.000056266643,0.00007151534,0.00018772234,0.00046324154,0.000046906243,0.0003030695,0.0000407101,0.00013560387,9.546333e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050842664,0.00003725834,0.00059079664,0.0000028157192,0.0013795726,0.000004626678,0.00012662951,0.9289601,0.044511773,0.009017626,0.000018611498,0.015299375],"study_design_scores_gemma":[0.0002186526,0.000088343375,0.0040743435,0.000024342502,0.0003187266,0.000032062293,0.000048226426,0.9859735,0.0061673326,0.0028595254,0.000098453806,0.00009650265],"about_ca_topic_score_codex":0.000010547603,"about_ca_topic_score_gemma":0.00006793493,"teacher_disagreement_score":0.08111044,"about_ca_system_score_codex":0.000044785917,"about_ca_system_score_gemma":0.000024539793,"threshold_uncertainty_score":0.2916311},"labels":[],"label_agreement":null},{"id":"W2032239017","doi":"10.1016/j.compstruct.2005.08.016","title":"Spline finite strip analysis of composite plates based on higher-order zigzag composite plate theory","year":2005,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale","keywords":"Zigzag; Plate theory; Composite number; Shear (geology); Materials science; Transverse shear; Transverse plane; Finite strip method; Structural engineering; Geometry; Mathematical analysis; Mathematics; Composite material; Boundary value problem; Engineering; Buckling","score_opus":0.005855369119038044,"score_gpt":0.2196774047340434,"score_spread":0.21382203561500535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032239017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78160954,0.0028948837,0.20344667,0.00038244113,0.0008945127,0.00065681926,0.00076961337,0.00097434636,0.008371174],"genre_scores_gemma":[0.9718149,0.0000985212,0.025650539,0.0005396055,0.00030052505,0.0000086117625,0.0013921187,0.00009934626,0.00009587145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99690497,0.00017452553,0.0010430499,0.0006519936,0.00064036355,0.00058508257],"domain_scores_gemma":[0.9976396,0.0005677574,0.00031502056,0.0009779914,0.00026828182,0.00023134476],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020465416,0.0007604926,0.0012624705,0.0015251772,0.0002587485,0.00016316399,0.0006388177,0.00028850537,0.00090964214],"category_scores_gemma":[0.000014134707,0.00069305534,0.00062270375,0.0025294104,0.00017083272,0.00022149857,0.00009584452,0.0005020094,0.00001769798],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029113822,0.000069297916,0.00245167,0.000058321057,0.002301162,0.00001011715,0.00018711822,0.94902164,0.03915239,0.0012800561,0.00021901898,0.004958045],"study_design_scores_gemma":[0.0011258802,0.000095980504,0.06336207,0.00006999024,0.0020119676,0.0000036737404,0.000009825925,0.90573245,0.024465552,0.00066100596,0.0017230666,0.00073851063],"about_ca_topic_score_codex":0.000034860972,"about_ca_topic_score_gemma":0.00004622979,"teacher_disagreement_score":0.19020534,"about_ca_system_score_codex":0.00015737738,"about_ca_system_score_gemma":0.000024511957,"threshold_uncertainty_score":0.9995521},"labels":[],"label_agreement":null},{"id":"W2032816488","doi":"10.1016/j.ijmecsci.2003.10.001","title":"Optimum design of structures with stress and displacement constraints using the force method","year":2003,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ontario Institute of Technology; Concordia University","funders":"","keywords":"Truss; Finite element method; Sequential quadratic programming; Compatibility (geochemistry); Displacement (psychology); Nonlinear system; Mathematical optimization; Flexibility method; Statically indeterminate; Mathematics; Quadratic programming; Structural engineering; Applied mathematics; Engineering; Physics","score_opus":0.01884095844475847,"score_gpt":0.2950746328678231,"score_spread":0.2762336744230646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032816488","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.057090044,0.00012318882,0.9424269,0.000057048175,0.00015876493,0.00003532413,0.0000020727582,0.0000021760159,0.000104485975],"genre_scores_gemma":[0.8174867,0.000032090764,0.18244085,0.000014120497,0.000022588752,1.7390921e-7,1.217056e-7,0.0000020851571,0.0000012796587],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922454,0.000060016722,0.00020931814,0.000058386406,0.00038233513,0.00006540005],"domain_scores_gemma":[0.9995473,0.00013020239,0.00012635387,0.000033272026,0.00013253702,0.000030347754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047445102,0.00005773705,0.00010300996,0.000064670225,0.00004414869,0.00005382796,0.000205362,0.000017602852,0.000054190925],"category_scores_gemma":[0.000037343205,0.00003032164,0.000030077403,0.00010346207,0.00009485371,0.00010811872,0.0000136063045,0.00006504211,2.2147676e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013538349,0.000004170746,0.00015997836,0.0000023260418,0.000096513395,0.0000023313344,0.000061699946,0.9754587,0.009500272,0.012977007,0.0000028797826,0.0017205813],"study_design_scores_gemma":[0.00038597983,0.00016899293,0.00022252578,0.00007933412,0.000083185245,0.00025309072,0.0004077295,0.9235098,0.06705312,0.0077191577,0.000025338493,0.000091776485],"about_ca_topic_score_codex":0.0000030824544,"about_ca_topic_score_gemma":0.0000028145698,"teacher_disagreement_score":0.76039666,"about_ca_system_score_codex":0.000022186516,"about_ca_system_score_gemma":0.000029168186,"threshold_uncertainty_score":0.123648055},"labels":[],"label_agreement":null},{"id":"W2034139914","doi":"10.1016/s0020-7683(03)00204-x","title":"Finite displacement static analysis of thin plate with an opening––a variational approach","year":2003,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Quadrilateral; Mathematics; Geometry; Isotropy; Square (algebra); Mathematical analysis; Displacement (psychology); Curvilinear coordinates; Boundary value problem; Cartesian coordinate system; Matrix (chemical analysis); Stiffness matrix; Finite element method; Physics; Materials science","score_opus":0.006371645670490787,"score_gpt":0.23531189231949104,"score_spread":0.22894024664900026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034139914","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51534265,0.00018048871,0.48334664,0.000026087764,0.00016356267,0.00004487729,0.00003758235,0.0000072676858,0.00085082377],"genre_scores_gemma":[0.95760137,0.000064523534,0.04219087,0.00002994095,0.000048266724,6.2807504e-7,0.0000469042,0.000008143499,0.000009347083],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99903715,0.00003298945,0.00037514878,0.00008784188,0.00038983763,0.00007702017],"domain_scores_gemma":[0.9993571,0.00004705234,0.0002051339,0.000072375035,0.0002611843,0.00005714747],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014514707,0.00010993026,0.00025874973,0.00040804394,0.000030895153,0.000079754995,0.00014607303,0.000033679033,0.00009860608],"category_scores_gemma":[0.000017109161,0.000078342884,0.00007839494,0.00022380416,0.000027408392,0.00017436105,0.000010029061,0.000102681945,4.2888438e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000065698325,0.000015206468,0.0043807686,0.000008149985,0.0025883697,0.0000047392587,0.00068818865,0.981843,0.00024479988,0.009521729,0.000010967433,0.00062838383],"study_design_scores_gemma":[0.00072916894,0.00013486412,0.03797268,0.000017761295,0.0008738392,0.000051718667,0.00021160989,0.9566065,0.00047919876,0.002587113,0.00018908655,0.00014644566],"about_ca_topic_score_codex":0.000010444868,"about_ca_topic_score_gemma":0.000016488286,"teacher_disagreement_score":0.44225872,"about_ca_system_score_codex":0.00003127333,"about_ca_system_score_gemma":0.000022703678,"threshold_uncertainty_score":0.31947303},"labels":[],"label_agreement":null},{"id":"W2034533309","doi":"10.1007/s001580050164","title":"Optimization of the buckling load for composite structures taking thermal effects into account","year":2001,"lang":"en","type":"article","venue":"Structural and Multidisciplinary Optimization","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Praxis Spinal Cord Institute","funders":"","keywords":"Buckling; Residual stress; Residual; Structural engineering; Materials science; Thermal; Composite number; Compression (physics); Composite material; Engineering; Computer science; Thermodynamics","score_opus":0.0054811481262246565,"score_gpt":0.23350116874953555,"score_spread":0.2280200206233109,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034533309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6248143,0.0005646416,0.37322855,0.00007029568,0.0005412312,0.00053093984,0.0000103142675,0.00009460752,0.00014515316],"genre_scores_gemma":[0.9009721,0.00013099945,0.098560184,0.000016043707,0.00014924233,0.000017518541,0.0001014819,0.000036424703,0.000015949572],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886715,0.000038504808,0.00037928796,0.0002662473,0.0002245303,0.00022430034],"domain_scores_gemma":[0.9992318,0.0000766721,0.00020377043,0.00022870845,0.00020483634,0.00005420763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000814232,0.00027022258,0.00028425362,0.00009846826,0.0005345317,0.00007479389,0.00018255948,0.000106650055,0.000026592006],"category_scores_gemma":[0.00003064986,0.00019246535,0.00012387487,0.00036140444,0.00008630311,0.000322692,0.00009869141,0.00011810464,1.1387534e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006092664,0.0000040407795,0.002541668,0.00018008251,0.000060670405,5.6192266e-7,0.0007759012,0.9832567,0.009065617,0.00013899186,0.00000546443,0.0039093634],"study_design_scores_gemma":[0.00066373387,0.000038087634,0.0134043945,0.000057094265,0.00017893234,0.000014293822,0.0000797289,0.98131603,0.0035836017,0.00041541792,0.00001057189,0.00023813586],"about_ca_topic_score_codex":0.000028611474,"about_ca_topic_score_gemma":0.000020703677,"teacher_disagreement_score":0.2761579,"about_ca_system_score_codex":0.00009711732,"about_ca_system_score_gemma":0.000019443447,"threshold_uncertainty_score":0.7848509},"labels":[],"label_agreement":null},{"id":"W2034581544","doi":"10.1088/0964-1726/17/5/055004","title":"Three-dimensional thermal buckling analysis of piezoelectric composite plates using the finite layer method","year":2008,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Ministère de la Défense Nationale","keywords":"Buckling; Materials science; Finite strip method; Finite element method; Piezoelectricity; Adiabatic process; Thermal conduction; Trigonometric functions; Stiffness matrix; Thermal; Plate theory; Numerical analysis; Composite plate; Stiffness; Structural engineering; Composite material; Composite number; Mathematical analysis; Mathematics; Geometry; Physics; Engineering; Thermodynamics","score_opus":0.013665334359271374,"score_gpt":0.23533770798137524,"score_spread":0.22167237362210387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034581544","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96415347,0.0006419437,0.034864753,0.0000107380765,0.00014958074,0.000074735646,0.000039369785,0.00003516812,0.000030221108],"genre_scores_gemma":[0.9865405,0.000041696057,0.013231256,0.000034043605,0.00008075813,0.0000015096442,0.00005096233,0.000016856415,0.0000024367387],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991306,0.00005199467,0.00032623424,0.00016348423,0.00015904337,0.00016861282],"domain_scores_gemma":[0.9995247,0.000116124465,0.00009023243,0.00017906037,0.000056683057,0.000033188797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012936645,0.00017828132,0.0004301942,0.00023339021,0.0002187558,0.00004854228,0.00010030089,0.00007423984,0.00018626043],"category_scores_gemma":[0.000007116685,0.000116309115,0.00010631755,0.00051214907,0.00004894174,0.00006293526,0.00003709258,0.000072585004,2.5274622e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019072637,0.000001934613,0.0032257282,0.000012861881,0.00066149316,0.0000023602615,0.00015218476,0.6805402,0.31483215,0.00011334249,0.000009694198,0.00042897282],"study_design_scores_gemma":[0.00014944021,0.000014348872,0.08322098,0.0000075946014,0.0009361967,0.000023607767,0.0000070417013,0.82673013,0.08838848,0.0003168907,0.000029165312,0.00017612151],"about_ca_topic_score_codex":0.00022675771,"about_ca_topic_score_gemma":0.00005120965,"teacher_disagreement_score":0.22644368,"about_ca_system_score_codex":0.000012276213,"about_ca_system_score_gemma":0.000008639983,"threshold_uncertainty_score":0.47429478},"labels":[],"label_agreement":null},{"id":"W2035546490","doi":"10.1177/1081286504046476","title":"Mixed Boundary Value Problems of the Fourth Kind in an Enhanced Theory of Bending of Elastic Plates","year":2006,"lang":"en","type":"article","venue":"Mathematics and Mechanics of Solids","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Boundary value problem; Uniqueness; Mathematical analysis; Mathematics; Bending; Transverse plane; Plate theory; Geometry; Physics; Structural engineering; Engineering","score_opus":0.007053167650711276,"score_gpt":0.19295809620256002,"score_spread":0.18590492855184876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035546490","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81147915,0.00015632926,0.18801513,0.000001855244,0.000040214887,0.00009962867,0.000010568508,0.0000051844822,0.00019192685],"genre_scores_gemma":[0.98771226,0.000035540448,0.012222909,6.9300165e-7,0.000007087643,0.0000016996116,0.0000044530066,0.0000121772755,0.00000317776],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931103,0.0000135264,0.0004141315,0.000063493644,0.00011868108,0.000079109195],"domain_scores_gemma":[0.9995399,0.00006428386,0.00017741359,0.00015695085,0.000049640264,0.0000117713635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020194588,0.00008456043,0.00027904383,0.000093089315,0.000015895017,0.0000058628675,0.00009957797,0.000049140162,0.0000062327076],"category_scores_gemma":[0.000013916898,0.00006365182,0.000053730557,0.0001611967,0.000023503038,0.000041081104,0.000030687323,0.00005019838,2.443075e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053188264,0.00006557367,0.00004995756,0.00095058995,0.000046138437,7.985364e-8,0.0014253235,0.370227,0.45144722,0.17529036,0.0000013370901,0.00049107574],"study_design_scores_gemma":[0.0001792688,0.00004494645,0.00016170299,0.00026397523,0.00006691772,6.580786e-7,0.00018437675,0.5811678,0.28808895,0.12977974,0.0000010221632,0.0000605973],"about_ca_topic_score_codex":0.000009972137,"about_ca_topic_score_gemma":0.000042591855,"teacher_disagreement_score":0.21094081,"about_ca_system_score_codex":0.000008229251,"about_ca_system_score_gemma":0.000008809178,"threshold_uncertainty_score":0.2595646},"labels":[],"label_agreement":null},{"id":"W2036375443","doi":"10.1016/j.ijsolstr.2010.10.013","title":"Stress concentration around a hole in a radially inhomogeneous plate","year":2010,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Shear modulus; Stress concentration; Superposition principle; Stress (linguistics); Modulus; Shear stress; Tension (geology); Poisson's ratio; Composite material; Stiffness; Shear (geology); Mechanics; Poisson distribution; Mathematical analysis; Mathematics; Physics; Ultimate tensile strength","score_opus":0.003475252986699842,"score_gpt":0.2199585648594006,"score_spread":0.21648331187270076,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036375443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99599415,0.0002418483,0.002295415,0.00009029178,0.0009837503,0.000029215798,0.0000110800265,0.000007769779,0.00034646355],"genre_scores_gemma":[0.9976505,0.00019174663,0.0016298193,0.00004318708,0.00046460333,3.8049618e-7,0.000008391655,0.000007397766,0.000003974602],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993781,0.000008940062,0.00028190305,0.0000615443,0.00018904702,0.000080456026],"domain_scores_gemma":[0.9996832,0.000020396003,0.00008547626,0.000044628516,0.00011973805,0.000046552435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000058253012,0.00008416724,0.00013100648,0.00013551423,0.000019341527,0.000114635026,0.00013537242,0.000058199857,0.000042737116],"category_scores_gemma":[0.000015776795,0.00007086693,0.00004499765,0.000055362325,0.000026522166,0.00015656519,0.000012128946,0.00021623015,1.9913162e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012258752,0.000022686907,0.028393291,0.000016886073,0.00034833798,0.00020315708,0.0015821918,0.793375,0.116821006,0.0042208913,0.00014973324,0.054744225],"study_design_scores_gemma":[0.0048771827,0.0002156524,0.28987446,0.0001624904,0.00014983003,0.0016712717,0.00039202662,0.6228337,0.048422057,0.025064945,0.0055144657,0.00082189287],"about_ca_topic_score_codex":0.000016717986,"about_ca_topic_score_gemma":0.00019067495,"teacher_disagreement_score":0.2614812,"about_ca_system_score_codex":0.000025689053,"about_ca_system_score_gemma":0.000018247376,"threshold_uncertainty_score":0.28898698},"labels":[],"label_agreement":null},{"id":"W2037017987","doi":"10.1142/s0219455412500472","title":"CHAOTIC VIBRATIONS IN FUNCTIONALLY GRADED DOUBLY CURVED SHELLS WITH INTERNAL RESONANCE","year":2012,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Lyapunov exponent; Galerkin method; Ordinary differential equation; Shell (structure); Mathematical analysis; Nonlinear system; Mathematics; Bifurcation; Vibration; Equations of motion; Physics; Chaotic; Partial differential equation; Differential equation; Classical mechanics","score_opus":0.006445102412367598,"score_gpt":0.20776224915271096,"score_spread":0.20131714674034337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037017987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9786609,0.0005010179,0.019675277,0.00018906269,0.00063819566,0.00005664967,0.000017920944,0.000013625868,0.00024738917],"genre_scores_gemma":[0.996746,0.000078095705,0.0029031844,0.000029051991,0.0002051477,0.0000010099383,0.000021781394,0.000009700115,0.0000060464868],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999008,0.000028835877,0.00041829067,0.00008844325,0.00031242805,0.00014402998],"domain_scores_gemma":[0.9994244,0.000062829,0.00012088556,0.00007233617,0.00023787958,0.0000816642],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001683296,0.00012788839,0.00018332769,0.00016513298,0.00003479816,0.00007168193,0.00015929516,0.000048919308,0.0001081181],"category_scores_gemma":[0.000023398099,0.0000992844,0.00006135588,0.00014666886,0.000046352456,0.0006596392,0.0000263123,0.00023596904,4.4520345e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000518774,0.000057746784,0.7644944,0.0000379093,0.0003277397,0.000015822505,0.0016691837,0.20884468,0.0017031546,0.007441605,0.000018674265,0.014870272],"study_design_scores_gemma":[0.0008940508,0.00006590581,0.73748523,0.000056030123,0.000036851136,0.000246826,0.00019719262,0.25882,0.0003404809,0.0015661811,0.00010552998,0.00018569971],"about_ca_topic_score_codex":0.000030450641,"about_ca_topic_score_gemma":0.00046210297,"teacher_disagreement_score":0.049975324,"about_ca_system_score_codex":0.00026066578,"about_ca_system_score_gemma":0.000021388,"threshold_uncertainty_score":0.40487003},"labels":[],"label_agreement":null},{"id":"W2037288560","doi":"10.1115/imece2014-37131","title":"Nonlinear Vibrations of Pressurized Functionally Graded Plates Using Higher-Order Thickness Stretching Theory","year":2014,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Vibration; Boundary value problem; Transverse plane; Displacement (psychology); Constitutive equation; Equations of motion; Materials science; Deformation (meteorology); Bifurcation; Mechanics; Mathematical analysis; Geometry; Structural engineering; Mathematics; Classical mechanics; Physics; Finite element method; Composite material; Engineering; Acoustics","score_opus":0.007257285603171743,"score_gpt":0.2052646075460416,"score_spread":0.19800732194286985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037288560","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30227122,0.00008988259,0.6907195,0.000040303352,0.00027674815,0.00008547113,0.00000605084,0.00018300512,0.0063278205],"genre_scores_gemma":[0.95112413,0.0000060242096,0.04849462,0.00003114491,0.00012240131,0.0000015926304,0.000051958337,0.000019710453,0.00014840078],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993926,0.000044325436,0.00022868691,0.000109868735,0.0001270536,0.00009743716],"domain_scores_gemma":[0.9995439,0.0001188086,0.00004440741,0.00015737214,0.00010680137,0.000028720056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011646621,0.000109273904,0.00017144451,0.000095686184,0.000071958864,0.000035350437,0.00007724789,0.00006109676,0.00042582402],"category_scores_gemma":[0.00001760882,0.000093362345,0.00006128128,0.00022861337,0.000019628482,0.00016170085,0.000018359617,0.0000835131,0.0000017815466],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000780821,0.0000106903035,0.00019477995,0.000023896926,0.000113622715,9.244575e-8,0.00010561633,0.9520058,0.03461145,0.012469371,0.000027587435,0.00042930723],"study_design_scores_gemma":[0.0002338549,0.000009873466,0.0005847256,0.000013722778,0.000097819124,0.0000011243465,0.000023252416,0.98757255,0.00854745,0.0023929025,0.00040213478,0.00012060451],"about_ca_topic_score_codex":0.000018440052,"about_ca_topic_score_gemma":0.000017767981,"teacher_disagreement_score":0.64885294,"about_ca_system_score_codex":0.000012139419,"about_ca_system_score_gemma":0.000010022919,"threshold_uncertainty_score":0.46624744},"labels":[],"label_agreement":null},{"id":"W2038042572","doi":"10.1007/s00158-007-0207-2","title":"Design of laminated composite structures for optimum fiber direction and layer thickness, using optimality criteria","year":2008,"lang":"en","type":"article","venue":"Structural and Multidisciplinary Optimization","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Finite element method; Composite number; Fiber; Materials science; Sensitivity (control systems); Layer (electronics); Optimal design; Engineering design process; Composite laminates; Orientation (vector space); Structural engineering; Composite material; Mathematics; Mechanical engineering; Engineering; Geometry; Electronic engineering","score_opus":0.025502436894858285,"score_gpt":0.2737820589254424,"score_spread":0.2482796220305841,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038042572","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60600865,0.0003937525,0.3929109,0.000015015931,0.00016490859,0.00035788852,0.00003365361,0.0000845915,0.0000306767],"genre_scores_gemma":[0.69539887,0.00020129456,0.3041407,0.0000029971288,0.00005397455,0.0000073857054,0.00014576165,0.000025721054,0.00002330524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989711,0.000055824778,0.0003640112,0.00029143572,0.00012151185,0.00019611679],"domain_scores_gemma":[0.9994556,0.0000622919,0.00011142678,0.00013813181,0.0001640818,0.00006852555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008541636,0.00025945573,0.00034267094,0.00014357029,0.00043658208,0.00004098816,0.00006660271,0.00013918795,0.00004586024],"category_scores_gemma":[0.000010495847,0.00022830648,0.000054831882,0.00021546202,0.0001277126,0.00037173816,0.000057836514,0.00008966471,9.1657625e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001113408,0.000004789172,0.0007840653,0.000139237,0.000060704828,9.3364014e-7,0.0006014167,0.9643731,0.033170477,0.000025720903,0.00001281609,0.00071541657],"study_design_scores_gemma":[0.0006139793,0.00006393121,0.01810398,0.000024593892,0.00016470764,0.000091790054,0.000043054464,0.9760073,0.004397298,0.00021916046,0.0000044571075,0.0002657779],"about_ca_topic_score_codex":0.000024525543,"about_ca_topic_score_gemma":0.0000021260335,"teacher_disagreement_score":0.08939024,"about_ca_system_score_codex":0.000037893376,"about_ca_system_score_gemma":0.00001120493,"threshold_uncertainty_score":0.9310068},"labels":[],"label_agreement":null},{"id":"W2038291050","doi":"10.2514/1.34001","title":"Local Buckling and Mode Switching in the Optimum Design of Stiffened Panels","year":2008,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Buckling; Structural engineering; Nonlinear system; Mode (computer interface); Process (computing); Materials science; Computer science; Engineering","score_opus":0.013542105704522973,"score_gpt":0.21467007245483438,"score_spread":0.20112796675031142,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038291050","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41708282,0.0002734068,0.5825047,0.000030284522,0.000027563481,0.000023126813,1.8717664e-7,0.0000053264675,0.000052609124],"genre_scores_gemma":[0.9909496,0.00044092274,0.008527877,0.000023102612,0.000048176254,5.122385e-7,5.5674997e-7,0.0000074410314,0.0000018583042],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994986,0.000042213618,0.00019682074,0.00004847589,0.00011513826,0.0000987206],"domain_scores_gemma":[0.9997894,0.00006198281,0.000036075013,0.000063575004,0.000022998865,0.000025952437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017275706,0.00006658312,0.00011874817,0.00008616267,0.000079647405,0.000023720577,0.0000834147,0.000029318564,0.000009368912],"category_scores_gemma":[0.0000069606467,0.000046357804,0.000030757714,0.00012381458,0.000014243712,0.000093575334,0.000008088591,0.00019042379,2.6694852e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006597719,0.000003800535,0.0004605525,0.0000038921544,0.00001938031,0.000016508224,0.0017163204,0.98685825,0.006591713,0.00001557651,0.000017531482,0.00428989],"study_design_scores_gemma":[0.00021455389,0.000018444593,0.0042245984,0.00002160879,0.000019048737,0.00030104906,0.00014019274,0.99339175,0.001257361,0.0003383198,0.000013535926,0.000059514656],"about_ca_topic_score_codex":0.000013200157,"about_ca_topic_score_gemma":0.000003498446,"teacher_disagreement_score":0.5739768,"about_ca_system_score_codex":0.000018748535,"about_ca_system_score_gemma":0.000009868029,"threshold_uncertainty_score":0.18904163},"labels":[],"label_agreement":null},{"id":"W2038898935","doi":"10.1115/imece2012-89140","title":"Nonlinear Parametric Instability of Functionally Graded Rectangular Plates in Thermal Environments","year":2012,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Mathematical analysis; Boundary value problem; Instability; Mathematics; Parametric statistics; Physics; Mechanics","score_opus":0.005849176952125481,"score_gpt":0.1835291254949918,"score_spread":0.17767994854286634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038898935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956453,0.00026842905,0.0025602423,0.0000041445423,0.00006568874,0.00005623594,0.000001887931,0.000020898011,0.001377184],"genre_scores_gemma":[0.99605346,0.000018718327,0.0038421974,0.0000067088604,0.000028612956,0.000002048773,0.000021171858,0.000007342447,0.000019726209],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9995356,0.000015022285,0.00017808196,0.000063001855,0.00009909165,0.00010918416],"domain_scores_gemma":[0.9998095,0.00003057385,0.000019058421,0.000107565764,0.00000520861,0.000028105096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000090013586,0.00006819687,0.000113350914,0.0001195208,0.000009650483,0.000003627942,0.00004174835,0.000042065567,0.00028764032],"category_scores_gemma":[0.000010763803,0.000058641817,0.000040813244,0.00030650757,0.00001128417,0.000106715386,0.000011433381,0.000057763642,0.000005101688],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015022429,0.0001228672,0.39057449,0.000020751593,0.000073040865,2.9411373e-7,0.00021680175,0.55445755,0.051188905,0.00009202616,0.000013592828,0.0032246592],"study_design_scores_gemma":[0.00028316636,0.000019544892,0.8242457,0.000004185429,0.000028084763,8.0530486e-7,0.00003403884,0.13943858,0.03527517,0.00004477873,0.00048535975,0.00014059083],"about_ca_topic_score_codex":0.000020116857,"about_ca_topic_score_gemma":0.000011663927,"teacher_disagreement_score":0.4336712,"about_ca_system_score_codex":0.000042731244,"about_ca_system_score_gemma":0.0000020882267,"threshold_uncertainty_score":0.31494597},"labels":[],"label_agreement":null},{"id":"W2038966519","doi":"10.1016/j.ijsolstr.2005.04.007","title":"A theoretical analysis of piezoelectric/composite anisotropic laminate with larger-amplitude deflection effect, Part I: Fundamental equations","year":2005,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Piezoelectricity; Deflection (physics); Composite number; Föppl–von Kármán equations; Materials science; Piezoelectric sensor; Nonlinear system; Plate theory; Boundary value problem; Amplitude; Anisotropy; Composite plate; Mathematical analysis; Structural engineering; Composite material; Classical mechanics; Mathematics; Physics; Engineering; Optics","score_opus":0.0034686651392667267,"score_gpt":0.23546216868117284,"score_spread":0.23199350354190612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038966519","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9080687,0.00041345172,0.090826534,0.0001307767,0.00014927257,0.000044208507,0.000016347762,0.000014043222,0.0003366626],"genre_scores_gemma":[0.9964887,0.0001478222,0.0030789855,0.000031766736,0.00021344017,0.0000011333539,0.000022740558,0.0000098084965,0.0000056144545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904597,0.00003465595,0.00037281492,0.00009650472,0.000340494,0.000109575274],"domain_scores_gemma":[0.9994069,0.0000886748,0.00016227248,0.00006916176,0.000217564,0.000055450902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009798658,0.00012893805,0.00029608206,0.0005147639,0.000047302132,0.00008424838,0.00013052125,0.000047231464,0.000172387],"category_scores_gemma":[0.00001309546,0.000093065886,0.00014816642,0.0003268803,0.0000626619,0.00015596273,0.000015502284,0.00013720934,2.3063757e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034074506,0.00005534177,0.043553207,0.000022585657,0.007781575,0.000017464537,0.00064348173,0.84431016,0.016889798,0.04062838,0.000072967596,0.0456843],"study_design_scores_gemma":[0.0021604444,0.0008253842,0.1650663,0.00008276142,0.003990476,0.0002537037,0.000080858976,0.8058176,0.015893739,0.004446826,0.0009387331,0.00044318885],"about_ca_topic_score_codex":0.0000070526853,"about_ca_topic_score_gemma":0.00003789646,"teacher_disagreement_score":0.1215131,"about_ca_system_score_codex":0.00007637718,"about_ca_system_score_gemma":0.000011866597,"threshold_uncertainty_score":0.37951165},"labels":[],"label_agreement":null},{"id":"W2039726905","doi":"10.1115/fedsm-icnmm2010-30384","title":"Aerothermoelastic Stability of Functionally Graded Circular Cylindrical Shells","year":2010,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Shell (structure); Flutter; Supersonic speed; Aerodynamics; Aeroelasticity; Materials science; Finite element method; Mechanics; Aerodynamic heating; Internal pressure; Material properties; Functionally graded material; Piston (optics); Work (physics); Structural engineering; Composite material; Physics; Engineering; Mechanical engineering; Optics; Heat transfer","score_opus":0.005045548343856316,"score_gpt":0.17847425752847745,"score_spread":0.17342870918462114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039726905","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79442245,0.000019514853,0.1967714,0.000017304132,0.00024921595,0.000067675624,0.0000023327325,0.00009328852,0.008356799],"genre_scores_gemma":[0.9958207,0.0000025954544,0.0040791673,0.000011108793,0.000049100894,0.0000018421928,0.000009642196,0.000009663276,0.000016201986],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999527,0.00000762455,0.0001721725,0.00009439253,0.00011942925,0.00007941357],"domain_scores_gemma":[0.99968356,0.000034848945,0.000015903239,0.0001730958,0.000054165637,0.00003841034],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00005465197,0.000072109186,0.0001197664,0.00004521823,0.000017298704,0.000009527195,0.00006410909,0.000056623263,0.0029687681],"category_scores_gemma":[0.000014369142,0.000061231265,0.0000737554,0.0001477032,0.000023055658,0.00004083701,0.000008615328,0.000114964096,0.000009685616],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000074001696,0.000039361665,0.006334019,0.000044792538,0.000102562306,6.6238147e-7,0.000078341865,0.15298262,0.83513933,0.0034108683,0.00009132001,0.001768724],"study_design_scores_gemma":[0.00048455774,0.000044975743,0.08852046,0.000005838003,0.00013092562,0.000007845066,0.000025752692,0.78427917,0.123695314,0.0017227455,0.0007385353,0.000343863],"about_ca_topic_score_codex":0.000007059898,"about_ca_topic_score_gemma":0.000033896893,"teacher_disagreement_score":0.711444,"about_ca_system_score_codex":0.000011362925,"about_ca_system_score_gemma":0.000007692308,"threshold_uncertainty_score":0.9979426},"labels":[],"label_agreement":null},{"id":"W2039970724","doi":"10.1016/j.compstruct.2011.03.002","title":"On bending stiffness of composite tubes","year":2011,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Composite number; Bending stiffness; Materials science; Bending; Structural engineering; Composite material; Work (physics); Flexural strength; Flexural rigidity; Engineering; Mechanical engineering","score_opus":0.01121236709370982,"score_gpt":0.2080274744214545,"score_spread":0.19681510732774468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039970724","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9742073,0.00034792104,0.008568369,0.000004463391,0.0004909292,0.00012538963,0.000026566579,0.00022067259,0.016008396],"genre_scores_gemma":[0.9951774,0.00002605097,0.00459684,0.00003277974,0.000057781184,0.000003025724,0.000051904102,0.00004178783,0.000012434967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988994,0.000031185038,0.0003677961,0.00023295509,0.00022624296,0.00024241043],"domain_scores_gemma":[0.9993621,0.000053347165,0.000053730193,0.00037011656,0.000073841366,0.000086871354],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000040694053,0.0002752908,0.00037585036,0.00028812303,0.00010061562,0.000033391287,0.00030157954,0.00009468275,0.0003330545],"category_scores_gemma":[0.000005263473,0.00024641686,0.00014657904,0.0003186852,0.00006652122,0.00010833899,0.00004913345,0.00017749556,0.0000067507026],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027275117,0.000081774706,0.008562671,0.00031166562,0.00080009043,0.000027485372,0.003510393,0.31794018,0.5894705,0.05089157,0.00083987793,0.027291078],"study_design_scores_gemma":[0.0010483037,0.0001494463,0.43251467,0.0001628015,0.00032891167,0.000038409606,0.00007174651,0.07882898,0.4665889,0.01898619,0.00028185212,0.0009997498],"about_ca_topic_score_codex":0.000031574924,"about_ca_topic_score_gemma":0.00000753163,"teacher_disagreement_score":0.423952,"about_ca_system_score_codex":0.000040909606,"about_ca_system_score_gemma":0.0000056109884,"threshold_uncertainty_score":0.9999988},"labels":[],"label_agreement":null},{"id":"W2040035648","doi":"10.1016/j.tws.2010.09.022","title":"Exact solution for dynamic response of an elastic elliptical membrane","year":2010,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mathieu function; Eigenfunction; Transcendental equation; Displacement (psychology); Exact solutions in general relativity; Transverse plane; Vibration; Transient response; Mathematical analysis; Excited state; Mathematics; Mechanics; Physics; Classical mechanics; Numerical analysis; Eigenvalues and eigenvectors; Structural engineering; Acoustics; Engineering","score_opus":0.004094282681991304,"score_gpt":0.23102412433405223,"score_spread":0.22692984165206093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040035648","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92915744,0.000059882008,0.06969844,0.00004042404,0.0004995811,0.00020938752,0.000028082903,0.0001562939,0.0001504916],"genre_scores_gemma":[0.9700896,0.000009983798,0.029610157,0.00001448214,0.00010917806,0.0000074527707,0.00008424683,0.00003675185,0.00003815164],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990134,0.00004926224,0.00031967353,0.00020634384,0.00018388522,0.0002274202],"domain_scores_gemma":[0.9992063,0.00019681355,0.00006217651,0.0003521277,0.00009123448,0.000091365306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022197851,0.0001948758,0.00029435777,0.00016766478,0.00008938322,0.000037256596,0.00020054866,0.00017594565,0.00021449705],"category_scores_gemma":[0.000121530786,0.00017081139,0.00012408338,0.00014850499,0.00005715286,0.00012720104,0.000018969014,0.00024030638,0.0000018555629],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00056105066,0.000011865021,0.000009852293,0.00006510805,0.00009003095,0.0000013474537,0.00044264938,0.24794967,0.74667,0.001373248,0.00004654828,0.0027785946],"study_design_scores_gemma":[0.00058857637,0.00010982632,0.0073185167,0.0000074288087,0.00012570535,0.000013728708,0.000022198756,0.954837,0.032793213,0.0037381044,0.00022422159,0.00022148447],"about_ca_topic_score_codex":0.000010375972,"about_ca_topic_score_gemma":0.00017391298,"teacher_disagreement_score":0.71387684,"about_ca_system_score_codex":0.000032246895,"about_ca_system_score_gemma":0.00002304003,"threshold_uncertainty_score":0.6965486},"labels":[],"label_agreement":null},{"id":"W2040193951","doi":"10.1016/j.compstruct.2009.11.006","title":"An exact analytical solution for freely vibrating piezoelectric coupled circular/annular thick plates using Reddy plate theory","year":2009,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Piezoelectricity; Plate theory; Boundary value problem; RADIUS; Vibration; Ritz method; Finite element method; Bending of plates; Exact solutions in general relativity; Materials science; Mathematical analysis; Physics; Mechanics; Geometry; Mathematics; Bending; Acoustics; Composite material","score_opus":0.010384530765864302,"score_gpt":0.25017948291315617,"score_spread":0.23979495214729188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040193951","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36859143,0.0009745037,0.62952274,0.000031059542,0.00016224338,0.00027096717,0.000015123518,0.00029416068,0.00013777649],"genre_scores_gemma":[0.9617517,0.000030324236,0.03734497,0.00015840762,0.00038774422,0.0000036603558,0.00026496404,0.000054480028,0.0000037813977],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99818534,0.000087613844,0.0004948484,0.00044997715,0.00027550082,0.0005067125],"domain_scores_gemma":[0.9990192,0.00011078768,0.000121274104,0.00044865342,0.00014275551,0.00015735271],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022991846,0.00040147657,0.0004813346,0.00033785118,0.0004309423,0.0002806283,0.00031947604,0.00023349062,0.000048662558],"category_scores_gemma":[0.00003091182,0.00038309308,0.00022286415,0.00053588575,0.00004579315,0.00038232177,0.000020226493,0.00030394318,0.000001050739],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000076029006,0.00001369475,0.00014803707,0.000027184202,0.00015705591,0.000005357589,0.00021211596,0.65957206,0.32686105,0.0032082712,0.00004279234,0.009676352],"study_design_scores_gemma":[0.00048210286,0.0001464836,0.0043306565,0.000026901558,0.00024161984,0.000035562687,0.000014189828,0.9712559,0.008987073,0.013973557,0.00005349975,0.00045244655],"about_ca_topic_score_codex":0.000018692976,"about_ca_topic_score_gemma":0.000006586493,"teacher_disagreement_score":0.5931602,"about_ca_system_score_codex":0.00015007288,"about_ca_system_score_gemma":0.000027451411,"threshold_uncertainty_score":0.9998621},"labels":[],"label_agreement":null},{"id":"W2040386322","doi":"10.1006/jsvi.1999.2527","title":"FREE VIBRATION AND BUCKLING OF IN-PLANE LOADED PLATES WITH ROTATIONAL ELASTIC EDGE SUPPORT","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Buckling; Vibration; Enhanced Data Rates for GSM Evolution; Structural engineering; Superposition principle; Displacement (psychology); Geometry; Plane (geometry); Eigenvalues and eigenvectors; Materials science; Range (aeronautics); Mathematics; Physics; Engineering; Mathematical analysis; Composite material; Acoustics","score_opus":0.004047992329384567,"score_gpt":0.18838652166891004,"score_spread":0.18433852933952546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040386322","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9566924,0.00015433402,0.04287297,0.000039736933,0.00002296686,0.000034959856,0.0000036691629,0.000004725705,0.00017424041],"genre_scores_gemma":[0.9964907,0.00010799403,0.003288461,0.000011427879,0.00006919797,2.922408e-7,0.000019734638,0.0000053883323,0.000006757618],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952495,0.00000928469,0.0002630978,0.000047196645,0.00010631427,0.00004915678],"domain_scores_gemma":[0.99977916,0.00003525008,0.0000821136,0.000032205568,0.000045085482,0.000026187061],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006835357,0.000061596096,0.00012764228,0.00011831343,0.000027300848,0.00004079494,0.000024784953,0.000033146065,0.000084365616],"category_scores_gemma":[0.000005291304,0.000049380506,0.00001480211,0.00010138996,0.000014968468,0.0003536665,0.0000025748786,0.000067730485,1.9211328e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002005047,0.00002762375,0.016697165,0.00009150955,0.000098490484,0.0000071956024,0.0014629253,0.9226799,0.049241237,0.00040283918,0.00005107652,0.009039509],"study_design_scores_gemma":[0.0044987663,0.0010420874,0.32839268,0.00029552364,0.00029958301,0.00041783566,0.00043199686,0.6252798,0.03068223,0.008012916,0.00018699424,0.00045960676],"about_ca_topic_score_codex":0.0000027935246,"about_ca_topic_score_gemma":0.000026857111,"teacher_disagreement_score":0.31169552,"about_ca_system_score_codex":0.000011454626,"about_ca_system_score_gemma":0.000010946059,"threshold_uncertainty_score":0.20136787},"labels":[],"label_agreement":null},{"id":"W2042182835","doi":"10.2514/1.22714","title":"Optimization of Geometrically Nonlinear Thin Shells Subject to Displacement and Stability Constraints","year":2007,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Nonlinear system; Displacement (psychology); Stability (learning theory); Mechanics; Materials science; Classical mechanics; Structural engineering; Physics; Engineering; Computer science","score_opus":0.005898093868993807,"score_gpt":0.2223824970601524,"score_spread":0.21648440319115858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042182835","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38237703,0.0001066875,0.6165543,0.000039673476,0.000091337155,0.00006448687,0.0000049894365,0.000012939982,0.00074854493],"genre_scores_gemma":[0.93290716,0.00010624253,0.0668743,0.000030230205,0.00006355549,2.3599716e-7,0.0000056664,0.000008559585,0.0000040596387],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992243,0.00001657811,0.00034801266,0.0000851406,0.00018439369,0.00014157506],"domain_scores_gemma":[0.9995495,0.000062880245,0.00005661055,0.00008599854,0.0001222568,0.00012272423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005041054,0.00008521231,0.00015274867,0.0002362608,0.000048196387,0.00003992317,0.000063359636,0.000039935967,0.0003764001],"category_scores_gemma":[0.000047698744,0.00007472915,0.00004511099,0.00041009657,0.000026040387,0.00008403101,0.000018580331,0.00012096723,0.00000105839],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002668586,0.000018873729,0.005059712,0.000015275724,0.000055951237,0.0000031172053,0.00027513644,0.9765293,0.0042320257,0.00002110368,0.000055326633,0.013707505],"study_design_scores_gemma":[0.00085381937,0.00023299223,0.02685844,0.000050268412,0.000118704585,0.00007558508,0.00023955171,0.94594246,0.024829857,0.000063478794,0.00043244063,0.000302372],"about_ca_topic_score_codex":0.0000035490266,"about_ca_topic_score_gemma":0.000009958303,"teacher_disagreement_score":0.55053014,"about_ca_system_score_codex":0.00006243664,"about_ca_system_score_gemma":0.000013261349,"threshold_uncertainty_score":0.41213173},"labels":[],"label_agreement":null},{"id":"W2042213193","doi":"10.1115/detc2005-85775","title":"Free Vibration of Elliptical Plates in Uniform Temperature Field","year":2005,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Science Foundation of Guangdong Province; National Natural Science Foundation of China","keywords":"Galerkin method; Vibration; Nonlinear system; Field (mathematics); Amplitude; Coupling (piping); Differential equation; Mechanics; Partial differential equation; Physics; Vibration of plates; Stress (linguistics); Mathematical analysis; Materials science; Classical mechanics; Mathematics; Acoustics; Optics; Composite material","score_opus":0.0020497029739670373,"score_gpt":0.1773019642274846,"score_spread":0.17525226125351756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042213193","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.931526,0.000183676,0.030951237,0.00070922077,0.0000752989,0.00008979709,0.0000037932891,0.00010144227,0.036359515],"genre_scores_gemma":[0.9918681,0.000028423952,0.007917561,0.000050745344,0.000047869104,6.4372216e-7,0.000010673537,0.0000040331647,0.000071999115],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972814,0.0000024967032,0.00012470329,0.00004384473,0.00004788543,0.000052930474],"domain_scores_gemma":[0.999856,0.000018744406,0.000006923487,0.00009286601,0.000012694056,0.0000127803705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000019977757,0.0000445868,0.00007280088,0.00006153242,0.00000675064,0.000009917343,0.000048525748,0.000054912616,0.00035501982],"category_scores_gemma":[0.0000067510923,0.00003719316,0.000021354343,0.00013094896,0.0000030483368,0.000089390924,0.0000075454723,0.0000588762,0.0000023753737],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000046257383,0.000007918584,0.0007757165,0.000011864889,0.000012345557,3.5839668e-7,0.0001144752,0.96485716,0.02743491,0.0028500874,0.0013964614,0.0025341047],"study_design_scores_gemma":[0.0001694891,0.000016910886,0.0018739795,0.000008384702,0.000007819818,7.8655944e-7,0.000021027527,0.8492618,0.14760007,0.00024873563,0.0007169134,0.00007403798],"about_ca_topic_score_codex":0.000009501642,"about_ca_topic_score_gemma":0.00041103907,"teacher_disagreement_score":0.120165154,"about_ca_system_score_codex":0.000013138993,"about_ca_system_score_gemma":0.0000022919876,"threshold_uncertainty_score":0.38872182},"labels":[],"label_agreement":null},{"id":"W2042386090","doi":"10.1115/detc2014-35389","title":"Spectral and Modal Behaviour of 3D Euler-Bernoulli Gyroelastic Beams","year":2014,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Modal; Euler's formula; Bernoulli's principle; Modal analysis; Gyroscope; Angular momentum; Physics; Mathematical analysis; Mathematics; Classical mechanics; Vibration; Acoustics; Materials science","score_opus":0.00289612159907672,"score_gpt":0.17827009542389635,"score_spread":0.17537397382481965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042386090","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7801872,0.000057905712,0.21182385,0.000014111942,0.0000896209,0.00003087579,0.0000018892518,0.00006378776,0.0077307466],"genre_scores_gemma":[0.99090916,0.000015460315,0.008921168,0.0000058495366,0.000050896306,6.51871e-7,0.000007415167,0.000009747842,0.0000796776],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996461,0.0000056047807,0.00011928017,0.00007707746,0.000066542416,0.00008538784],"domain_scores_gemma":[0.99982494,0.000019669531,0.000014152305,0.000090907924,0.000016377317,0.000033939894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000028184564,0.00007157394,0.00011991383,0.000047967882,0.000016245793,0.000013555147,0.000038874256,0.000030886484,0.00015228793],"category_scores_gemma":[0.000004523178,0.00006216025,0.000027681612,0.00007186124,0.000013474562,0.00004172523,0.000011222231,0.00004398435,0.0000025931452],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000049375276,0.000016374217,0.02404013,0.000039485043,0.00006824037,7.3439764e-7,0.0001830071,0.9546741,0.008683084,0.0035849998,0.00020348134,0.008501374],"study_design_scores_gemma":[0.00018209823,0.000040531726,0.05573621,0.0000064639935,0.00007400545,0.0000037594073,0.00000840269,0.93931746,0.004222608,0.00016960748,0.0001229562,0.00011591839],"about_ca_topic_score_codex":0.000032180495,"about_ca_topic_score_gemma":0.000031588723,"teacher_disagreement_score":0.21072192,"about_ca_system_score_codex":0.000008804278,"about_ca_system_score_gemma":0.000001468209,"threshold_uncertainty_score":0.25348216},"labels":[],"label_agreement":null},{"id":"W2042507617","doi":"10.1115/imece2011-64822","title":"Chaotic Vibrations of Functionally Graded Doubly Curved Shells With Internal Resonance","year":2011,"lang":"en","type":"article","venue":"Volume 7: Dynamic Systems and Control; Mechatronics and Intelligent Machines, Parts A and B","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Lyapunov exponent; Mathematical analysis; Ordinary differential equation; Galerkin method; Shell (structure); Mathematics; Nonlinear system; Bifurcation; Partial differential equation; Vibration; Physics; Equations of motion; Chaotic; Differential equation; Classical mechanics; Quantum mechanics","score_opus":0.005818589284920381,"score_gpt":0.1738869436187026,"score_spread":0.16806835433378223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042507617","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40783566,0.027486388,0.56284416,0.0000536704,0.00043444944,0.00052420463,0.00006620913,0.00007963006,0.00067564804],"genre_scores_gemma":[0.99748486,0.0018482524,0.000319829,0.000016421625,0.000040391158,0.000019884628,0.000024829495,0.000021374517,0.00022416867],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990189,0.000032841974,0.00038887138,0.00024299232,0.00013484697,0.00018155434],"domain_scores_gemma":[0.9995467,0.000022304404,0.00010868578,0.0001506892,0.000081678096,0.000089907735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014291426,0.00021704558,0.00037688244,0.00011420267,0.00009775963,0.000079651836,0.00006781383,0.000070209295,0.00003661806],"category_scores_gemma":[0.0000034658149,0.00016256244,0.000053033003,0.00009765478,0.00004442004,0.00012995023,0.000023058226,0.00011116522,8.822802e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021256097,0.0005452564,0.15125781,0.002661853,0.00537188,0.000043565135,0.008223603,0.31870016,0.015051621,0.33754155,0.00049830554,0.15797876],"study_design_scores_gemma":[0.00062290585,0.0002504974,0.0058399695,0.00010119993,0.00015263262,0.000036672154,0.0000865407,0.99087757,0.000028497603,0.00032549264,0.0014694965,0.00020850213],"about_ca_topic_score_codex":0.00034913918,"about_ca_topic_score_gemma":0.00030653027,"teacher_disagreement_score":0.67217743,"about_ca_system_score_codex":0.000022824566,"about_ca_system_score_gemma":0.000014993518,"threshold_uncertainty_score":0.6629104},"labels":[],"label_agreement":null},{"id":"W2042618782","doi":"10.1115/1.1401023","title":"Dynamic Analysis of Anisotropic Cylindrical Shells Containing Flowing Fluid","year":2001,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; National Research Council Canada","funders":"","keywords":"Curvilinear coordinates; Bernoulli's principle; Isotropy; Shell (structure); Mechanics; Anisotropy; Classical mechanics; Equations of motion; Added mass; Physics; Vibration; Displacement (psychology); Geometry; Mathematics; Materials science; Composite material","score_opus":0.00393286200335129,"score_gpt":0.22063348080108242,"score_spread":0.21670061879773111,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042618782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73657215,0.0047722873,0.25734377,0.00022009185,0.00025364084,0.00006622731,0.000017578244,0.000118961645,0.000635304],"genre_scores_gemma":[0.99211913,0.0004990724,0.007295396,0.000009985813,0.00003323785,8.807887e-7,0.000009468249,0.000016095204,0.000016715225],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988602,0.000024677305,0.0006281511,0.00011375482,0.00019224899,0.00018097101],"domain_scores_gemma":[0.9992801,0.000063419175,0.0001724137,0.00023233143,0.00020734889,0.000044364257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000121162775,0.00013765038,0.0006521715,0.0016207066,0.000035560206,0.000017562708,0.00030484845,0.00021115453,0.00038525497],"category_scores_gemma":[0.000057565303,0.00012266637,0.00025753197,0.0020071955,0.000042904263,0.00012740075,0.000037610396,0.00030246296,0.0000010342636],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029292738,0.000029884717,0.007054533,0.000023888404,0.0042346544,0.00005474413,0.00011787742,0.9080266,0.0735605,0.00022150007,0.0001718023,0.006474754],"study_design_scores_gemma":[0.00047333507,0.00018497622,0.008376404,0.000052930704,0.004548479,0.000104532744,0.00015895424,0.9707653,0.0051145125,0.00024979335,0.009775676,0.00019510568],"about_ca_topic_score_codex":0.0000024015792,"about_ca_topic_score_gemma":0.000010646032,"teacher_disagreement_score":0.25554702,"about_ca_system_score_codex":0.00003951086,"about_ca_system_score_gemma":0.0000164634,"threshold_uncertainty_score":0.5002189},"labels":[],"label_agreement":null},{"id":"W2042672159","doi":"10.2514/1.j050697","title":"Finite Element Free Vibration Analysis of Soft-Core Sandwich Beams","year":2012,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Timoshenko beam theory; Beam (structure); Finite element method; Core (optical fiber); Displacement (psychology); Vibration; Geometry; Displacement field; Bernoulli's principle; Lagrange polynomial; Materials science; Mathematics; Structural engineering; Mathematical analysis; Physics; Composite material; Engineering","score_opus":0.007974389397627414,"score_gpt":0.21762700120541023,"score_spread":0.20965261180778283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042672159","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31459114,0.0010042198,0.6828387,0.00007130224,0.0003267447,0.00004633296,0.000013347097,0.00003418792,0.0010740648],"genre_scores_gemma":[0.99429756,0.00011021956,0.0052413796,0.000034436838,0.00024359526,9.253664e-7,0.00004344828,0.000010262743,0.000018183227],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924606,0.000015503929,0.0003215961,0.000053109634,0.00020143483,0.00016230994],"domain_scores_gemma":[0.9995498,0.000030220313,0.000098365366,0.00016768901,0.00007428026,0.0000796477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017077485,0.00009043714,0.00019700859,0.0003269943,0.00006364833,0.000034421726,0.000115009694,0.00004129631,0.00068377564],"category_scores_gemma":[0.0000160774,0.000077900884,0.0001786598,0.0005897766,0.000007687097,0.0002194316,0.000018214361,0.000117224045,0.0000029023201],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000045903926,0.000014440112,0.029265985,0.0000058393357,0.0010944048,4.697466e-7,0.00042528153,0.96094143,0.0027871844,0.000109554625,0.0007491541,0.0046016676],"study_design_scores_gemma":[0.00027609515,0.000027007245,0.06836927,0.0000100382,0.0017941217,0.0000062240447,0.00006382382,0.9250782,0.0026525867,0.0002107751,0.001364716,0.00014712679],"about_ca_topic_score_codex":0.0000060923226,"about_ca_topic_score_gemma":0.000021689035,"teacher_disagreement_score":0.6797064,"about_ca_system_score_codex":0.000043993343,"about_ca_system_score_gemma":0.000006946153,"threshold_uncertainty_score":0.74868643},"labels":[],"label_agreement":null},{"id":"W2043380564","doi":"10.1016/j.ijsolstr.2008.03.009","title":"On use of the Dirac delta function in the vibration analysis of elastic structures","year":2008,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Dirac delta function; Convergence (economics); Series (stratigraphy); Vibration; Function (biology); Fourier series; Mathematical analysis; Representation (politics); Harmonic; Mathematics; Physics; Quantum mechanics","score_opus":0.009499820671515377,"score_gpt":0.22203757061003124,"score_spread":0.21253774993851587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043380564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98818475,0.0001478165,0.011186564,0.0000684727,0.00031010094,0.00003602099,0.000019306288,0.0000024320416,0.000044535896],"genre_scores_gemma":[0.99935806,0.00013254465,0.00033672768,0.00007712963,0.00007888371,3.380588e-7,0.000009438185,0.0000047880953,0.0000020822365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9990197,0.000045993413,0.00041397233,0.00006043498,0.00040441126,0.00005549703],"domain_scores_gemma":[0.99931633,0.00013701875,0.00023918507,0.00010109521,0.00019124574,0.0000151443755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007501968,0.00008853797,0.00020067563,0.00039097472,0.000038227638,0.00003067191,0.00020166574,0.000043662807,0.00003076864],"category_scores_gemma":[0.00005777646,0.000048118698,0.00015694383,0.00035240295,0.000053248434,0.00014506401,0.000015636142,0.00014197823,1.8308082e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000785796,0.000009122723,0.016145721,0.0000050122053,0.0007292982,0.000002941532,0.00066206575,0.9738574,0.002698209,0.004370252,0.00010144026,0.0013399655],"study_design_scores_gemma":[0.00024477864,0.000059018086,0.9164902,0.000019303054,0.0003656974,0.000035497735,0.000060068392,0.077451445,0.0013812982,0.003744187,0.000089061396,0.000059431368],"about_ca_topic_score_codex":0.000032112996,"about_ca_topic_score_gemma":0.00008157097,"teacher_disagreement_score":0.9003445,"about_ca_system_score_codex":0.000022958347,"about_ca_system_score_gemma":0.000012521241,"threshold_uncertainty_score":0.19622235},"labels":[],"label_agreement":null},{"id":"W2043785491","doi":"10.1016/j.jsv.2008.09.042","title":"Free and forced flexural vibration analysis of cantilever plates with attached point mass","year":2008,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Cantilever; Vibration; Modal analysis; Eigenvalues and eigenvectors; Structural engineering; Point (geometry); Superposition principle; Modal; Normal mode; Mathematics; Mathematical analysis; Materials science; Physics; Engineering; Geometry; Acoustics; Composite material","score_opus":0.007160167218948279,"score_gpt":0.19943361765790923,"score_spread":0.19227345043896096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043785491","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78367674,0.00017162765,0.21598972,0.00003753716,0.000021324082,0.00002619887,0.0000041654994,0.000006098239,0.00006660692],"genre_scores_gemma":[0.9946734,0.0001344636,0.005100831,0.000013731269,0.000045532222,2.1028882e-7,0.000017881754,0.0000060891457,0.000007913007],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999476,0.000012386899,0.000269912,0.000056670335,0.00012939516,0.00005561211],"domain_scores_gemma":[0.9996317,0.000024337596,0.00015030662,0.000062596155,0.000094764,0.000036279922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006339543,0.00007687978,0.00022547964,0.00023962784,0.00005711509,0.000034747554,0.000031267355,0.000038060647,0.000021940188],"category_scores_gemma":[0.0000071019876,0.00005689116,0.000052924213,0.00025758022,0.00002487328,0.00034990333,0.000005443549,0.0000580194,3.606443e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001206818,0.000012060878,0.059607774,0.00004388715,0.0014327294,0.000006344152,0.0018668657,0.8732071,0.062930845,0.0001826304,0.00010844738,0.00048066262],"study_design_scores_gemma":[0.0006929395,0.00016215765,0.1687428,0.000019770167,0.00095582183,0.0000508782,0.0001802376,0.82022774,0.008399946,0.0004311638,0.000012038216,0.00012447541],"about_ca_topic_score_codex":0.000008580838,"about_ca_topic_score_gemma":0.000067139365,"teacher_disagreement_score":0.21099663,"about_ca_system_score_codex":0.00001571981,"about_ca_system_score_gemma":0.000008211928,"threshold_uncertainty_score":0.23199542},"labels":[],"label_agreement":null},{"id":"W2043996690","doi":"10.1016/j.compstruct.2005.07.018","title":"Vibration analysis of tapered composite beams using a higher-order finite element. Part I: Formulation","year":2005,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Finite element method; Classification of discontinuities; Structural engineering; Vibration; Beam (structure); Parametric statistics; Curvature; Stress (linguistics); Stiffness; Materials science; Engineering; Mathematics; Mathematical analysis; Geometry; Physics; Acoustics","score_opus":0.010688404288645677,"score_gpt":0.23770113973016807,"score_spread":0.2270127354415224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043996690","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71592724,0.0006611635,0.2812708,0.000060113056,0.00032113015,0.00026716097,0.00009405927,0.00021905074,0.0011792996],"genre_scores_gemma":[0.9531502,0.00003925928,0.04551587,0.00009350153,0.00024655022,0.0000043890955,0.0008857189,0.00003843977,0.000026086691],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99825376,0.00005337651,0.0007311242,0.00030929592,0.00035883422,0.00029362744],"domain_scores_gemma":[0.9990077,0.000064399945,0.00022108346,0.00041318397,0.00020396712,0.000089639296],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00007541045,0.00032722452,0.0005752387,0.0007067302,0.00017235267,0.000105822284,0.00020725866,0.00013828251,0.00055681856],"category_scores_gemma":[0.0000054900784,0.00032057991,0.0002806804,0.001738348,0.000037355785,0.00037532413,0.000050033937,0.00014900535,0.0000024957808],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025250596,0.000013983079,0.0023683945,0.000026576887,0.0011875416,5.471116e-7,0.000238585,0.88117754,0.111287124,0.0005704026,0.00006848184,0.0030355502],"study_design_scores_gemma":[0.00039746962,0.000026971758,0.030440642,0.000018607008,0.0017479291,0.0000015964744,0.000009434363,0.94372964,0.021447837,0.00019023809,0.0016607671,0.00032888204],"about_ca_topic_score_codex":0.000041349485,"about_ca_topic_score_gemma":0.00008256551,"teacher_disagreement_score":0.23722295,"about_ca_system_score_codex":0.00013427132,"about_ca_system_score_gemma":0.000013056775,"threshold_uncertainty_score":0.9999246},"labels":[],"label_agreement":null},{"id":"W2044242924","doi":"10.1016/s0020-7683(99)00309-1","title":"Homogeneity without uniformity: towards a mathematical theory of functionally graded materials","year":2000,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Homogeneity (statistics); Material properties; Property (philosophy); Mathematics; Functionally graded material; Materials science; Geometry; Structural engineering; Composite material; Engineering; Statistics","score_opus":0.007237164013536529,"score_gpt":0.2314231006003363,"score_spread":0.22418593658679978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044242924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9907241,0.00027045285,0.007418474,0.000058033787,0.00028200756,0.00003207147,0.000026524636,0.000011268154,0.0011771055],"genre_scores_gemma":[0.9965958,0.00027006053,0.0027693019,0.000038929775,0.00026256274,4.632571e-7,0.000008457846,0.0000098015225,0.000044612152],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9991019,0.000025928995,0.000423918,0.00006196509,0.00031063793,0.00007569852],"domain_scores_gemma":[0.9995628,0.000024837598,0.0001099484,0.00006497815,0.00019001696,0.000047430356],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00015515937,0.00010679703,0.00024703878,0.00012970272,0.000024855573,0.000053526863,0.00016271853,0.000054010838,0.0014778571],"category_scores_gemma":[0.000015762547,0.000078050354,0.00008809356,0.000051640593,0.00005113938,0.00013013909,0.000014965279,0.00008599563,7.444204e-7],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020438049,0.00017097665,0.0071914652,0.00030270312,0.0069513186,0.00012161146,0.0035302835,0.20928717,0.16488403,0.15688762,0.0008252649,0.44780377],"study_design_scores_gemma":[0.0031441278,0.0003483542,0.21806252,0.00026737808,0.0006660712,0.0026747826,0.00028643518,0.012152286,0.14741273,0.612058,0.0022033867,0.0007239603],"about_ca_topic_score_codex":0.0000036995255,"about_ca_topic_score_gemma":0.000001998549,"teacher_disagreement_score":0.45517033,"about_ca_system_score_codex":0.000023887691,"about_ca_system_score_gemma":0.000018701705,"threshold_uncertainty_score":0.99943495},"labels":[],"label_agreement":null},{"id":"W2044470742","doi":"10.1002/nme.737","title":"A novel 3D mixed finite‐element model for statics of angle‐ply laminates","year":2003,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Finite element method; Statics; Compatibility (geochemistry); Structural engineering; Transverse plane; Materials science; Transverse shear; Shear (geology); Mixed finite element method; Mathematical analysis; Mechanics; Geometry; Mathematics; Physics; Composite material; Engineering; Classical mechanics","score_opus":0.024124710179082343,"score_gpt":0.34225347781765864,"score_spread":0.3181287676385763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044470742","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000903997,0.00013805451,0.99766326,0.000024842731,0.0010228199,0.00013139567,0.00004610568,0.000024781695,0.00004474828],"genre_scores_gemma":[0.14069086,0.0000395485,0.8591031,0.000011966636,0.00006594631,0.00002559852,0.000013752191,0.00003064204,0.000018594068],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989763,0.000019026116,0.0005290101,0.00010762625,0.0001789847,0.00018904996],"domain_scores_gemma":[0.99899405,0.0005616264,0.00009144889,0.00007392908,0.00022397753,0.000054945835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004285427,0.00014201162,0.00025174717,0.00028190215,0.000022093744,0.000038286813,0.00018510227,0.00005219852,0.000012167446],"category_scores_gemma":[0.00064232934,0.00014013163,0.00015236858,0.00016574321,0.0000071519635,0.00010412351,0.000014321535,0.00014281491,1.0276417e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014808144,0.000030617262,0.000031888696,0.00004017417,0.00014875925,8.8359974e-7,0.00015984838,0.9712168,0.013625009,0.0025815966,0.000028082975,0.012121525],"study_design_scores_gemma":[0.00060142844,0.000036350397,0.00003504159,0.000042582193,0.000033736258,0.000015773923,0.000025766216,0.98726267,0.008583172,0.0014162859,0.0018057424,0.0001414453],"about_ca_topic_score_codex":0.0000014219632,"about_ca_topic_score_gemma":0.0000012048706,"teacher_disagreement_score":0.13978687,"about_ca_system_score_codex":0.00015313586,"about_ca_system_score_gemma":0.0000168052,"threshold_uncertainty_score":0.5714402},"labels":[],"label_agreement":null},{"id":"W2044863888","doi":"10.1115/imece2010-39483","title":"A New Nonlinear Higher-Order Shear Deformation Theory for Nonlinear Vibrations of Laminated Shells","year":2010,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Vibration; Curvilinear coordinates; Shell (structure); Amplitude; Shell theory; Shear (geology); Geometry; Displacement (psychology); Mechanics; Classical mechanics; Mathematical analysis; Structural engineering; Physics; Mathematics; Materials science; Engineering; Optics; Acoustics; Composite material","score_opus":0.003766952603957704,"score_gpt":0.20975181084711245,"score_spread":0.20598485824315474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044863888","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024706425,0.000025115585,0.9670751,0.000112217334,0.0003191599,0.00023163306,0.000032725853,0.0001613249,0.007336284],"genre_scores_gemma":[0.2492747,0.00001563407,0.7485476,0.00005767517,0.0002978001,0.000008638731,0.0004677157,0.000036460424,0.001293772],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99943924,0.000008308859,0.0002628468,0.00008999048,0.00008651193,0.00011311714],"domain_scores_gemma":[0.99953014,0.000054714295,0.00003983542,0.00018020665,0.00014699592,0.000048106533],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000090158195,0.00010541326,0.00014526896,0.00011074696,0.000044163247,0.00002878799,0.000087005064,0.00009220121,0.0011129335],"category_scores_gemma":[0.000017665387,0.00008974666,0.000074638185,0.00029063103,0.000013205146,0.00018965073,0.000011236132,0.00009553008,0.000010122093],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056872246,0.000068915986,0.000091096976,0.00015710735,0.00027873245,3.4006374e-7,0.00068884855,0.591901,0.28996775,0.047788057,0.0037208095,0.06528049],"study_design_scores_gemma":[0.00032180248,0.00002729283,0.00033548407,0.0000054083757,0.00006220519,9.399488e-7,0.000019881052,0.9403704,0.049379542,0.0007268112,0.008624114,0.0001261304],"about_ca_topic_score_codex":0.000015056754,"about_ca_topic_score_gemma":0.00007790653,"teacher_disagreement_score":0.34846938,"about_ca_system_score_codex":0.000010315926,"about_ca_system_score_gemma":0.00002227943,"threshold_uncertainty_score":0.9998002},"labels":[],"label_agreement":null},{"id":"W2045323427","doi":"10.1007/s00707-014-1297-8","title":"Effect of carbon nanotube waviness on active damping of laminated hybrid composite shells","year":2015,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Waviness; Materials science; Constrained-layer damping; Composite material; Carbon nanotube; Composite number; Transverse plane; Vibration; Structural engineering; Vibration control; Acoustics","score_opus":0.005237242253471131,"score_gpt":0.21190843746069987,"score_spread":0.20667119520722874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045323427","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945756,0.00005012955,0.001248425,0.000013889082,0.00021044214,0.00015262527,0.000012517281,0.00006439593,0.0036719516],"genre_scores_gemma":[0.99967414,0.000015402868,0.00019506646,0.000005721447,0.000027009577,0.0000035748728,0.000040257193,0.00002522508,0.000013583647],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99921846,0.00007049393,0.00023736041,0.00014592941,0.00019613025,0.00013163553],"domain_scores_gemma":[0.9993656,0.00012225531,0.00008908117,0.000272519,0.000097057615,0.00005348861],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016473922,0.00015498642,0.00036616751,0.00012950887,0.000014435339,0.000007810222,0.0001518623,0.000055483728,0.00001331506],"category_scores_gemma":[0.000039485065,0.00013512939,0.0000798342,0.00025474024,0.00001093673,0.00006089655,0.000038530783,0.00009733926,0.0000010235505],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002118055,0.000026784623,0.000033095672,0.00013199134,0.00021050329,0.0000041932262,0.00027726105,0.055103246,0.9360033,0.00008769819,0.0000907944,0.007819303],"study_design_scores_gemma":[0.00041049864,0.00028616536,0.000066838846,0.0000728699,0.00010660805,0.0000021810424,0.000011746621,0.15581404,0.84305,0.000028024846,0.000042856307,0.00010816957],"about_ca_topic_score_codex":0.000036638296,"about_ca_topic_score_gemma":0.0000039765355,"teacher_disagreement_score":0.10071079,"about_ca_system_score_codex":0.00006537456,"about_ca_system_score_gemma":0.000010045734,"threshold_uncertainty_score":0.55104166},"labels":[],"label_agreement":null},{"id":"W2045884136","doi":"10.1177/0731684404035571","title":"Interlaminar Stress and Delamination Analysis of Internally-Tapered Composite Laminates","year":2004,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Materials science; Composite material; Composite laminates; Delamination (geology); Composite number; Finite element method; Fracture (geology); Stress (linguistics); Quadrilateral; Structural engineering","score_opus":0.002462365359467002,"score_gpt":0.18210496359574163,"score_spread":0.17964259823627463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045884136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8370474,0.0005969936,0.16213244,0.00001365802,0.0000705285,0.000030744763,0.000013066969,0.000010025708,0.00008512715],"genre_scores_gemma":[0.99370563,0.00041597526,0.0057882643,0.000008141892,0.000029014176,3.3538524e-7,0.00002621799,0.000010094513,0.0000163171],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990831,0.000012818298,0.000539696,0.00008025535,0.00018034842,0.00010380087],"domain_scores_gemma":[0.99922043,0.0001290023,0.00026780376,0.000079226666,0.00023036731,0.00007316769],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000081422746,0.00014817914,0.00043049254,0.00062378775,0.000042888198,0.00007447815,0.0001077535,0.00006016477,0.000007257148],"category_scores_gemma":[0.000016780248,0.00012654476,0.000121983656,0.00036771988,0.000052772506,0.00017369603,0.000035010024,0.00013377484,1.3656246e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004700797,0.000010259379,0.0064900895,0.000078412864,0.0013050396,0.000009496009,0.00060962985,0.94267553,0.046358164,0.00073149666,0.0000042362144,0.0016806676],"study_design_scores_gemma":[0.0008743274,0.00037012144,0.052131787,0.00031961937,0.0022829552,0.000048058326,0.00022244695,0.87545323,0.06795615,0.000094516836,0.000027464617,0.00021933552],"about_ca_topic_score_codex":0.000011878763,"about_ca_topic_score_gemma":0.00002158473,"teacher_disagreement_score":0.15665823,"about_ca_system_score_codex":0.000036676345,"about_ca_system_score_gemma":0.000008214339,"threshold_uncertainty_score":0.51603454},"labels":[],"label_agreement":null},{"id":"W2046464636","doi":"10.1016/s0022-460x(03)00269-4","title":"Free vibration analysis of corner-supported rectangular plates with symmetrically distributed edge beams","year":2003,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Beam (structure); Vibration; Enhanced Data Rates for GSM Evolution; Rotary inertia; Dimensionless quantity; Superposition principle; Normal mode; STRIPS; Eigenvalues and eigenvectors; Stiffness; Structural engineering; Geometry; Moment of inertia; Materials science; Mathematical analysis; Mathematics; Physics; Mechanics; Engineering; Classical mechanics; Acoustics; Composite material","score_opus":0.004896949597782187,"score_gpt":0.19247652840059432,"score_spread":0.18757957880281212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046464636","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47687528,0.00022958095,0.5226621,0.00001826334,0.00004225406,0.00003362906,0.000015721545,0.000009373533,0.000113795024],"genre_scores_gemma":[0.9939958,0.00009092356,0.0057429234,0.000011256023,0.000038468133,3.6999538e-7,0.000108681605,0.000008338997,0.0000032245027],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991992,0.0000318104,0.0004218696,0.00007591398,0.00019266903,0.00007850004],"domain_scores_gemma":[0.99932325,0.000051954896,0.00025569653,0.00010546955,0.00020957082,0.00005407423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015454624,0.000099214354,0.0002974159,0.00043052496,0.000048163376,0.000065133194,0.000054647586,0.000061414896,0.00004019879],"category_scores_gemma":[0.000058951635,0.000075391625,0.00009331615,0.0013108604,0.000019021923,0.00030745994,0.0000045642287,0.00008677294,9.470226e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008642318,0.000058131554,0.02389588,0.000042185162,0.0024733788,0.000006949059,0.00040909316,0.93627906,0.03348548,0.0015965863,0.00020276349,0.0014640796],"study_design_scores_gemma":[0.0017491973,0.0006639635,0.13756375,0.000057063153,0.0051947357,0.00006320369,0.00035689032,0.82184917,0.029335748,0.002375208,0.00037866808,0.0004123954],"about_ca_topic_score_codex":0.000003399446,"about_ca_topic_score_gemma":0.000022106444,"teacher_disagreement_score":0.51712054,"about_ca_system_score_codex":0.000032376356,"about_ca_system_score_gemma":0.00001584446,"threshold_uncertainty_score":0.30743814},"labels":[],"label_agreement":null},{"id":"W2047017056","doi":"10.1115/1.4000768","title":"Nonlinear Forced Vibrations of Laminated Piezoelectric Plates","year":2010,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Piezoelectricity; Vibration; Nonlinear system; Materials science; Piezoelectric sensor; Displacement (psychology); Electrical load; Electric potential; Equations of motion; Mechanics; Structural engineering; Acoustics; Physics; Classical mechanics; Voltage; Composite material; Engineering","score_opus":0.002807706423047312,"score_gpt":0.1961881871826083,"score_spread":0.193380480759561,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047017056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.53388923,0.000056293502,0.46565664,0.000038322367,0.00015616749,0.000025325722,0.0000035292271,0.000010634559,0.00016387716],"genre_scores_gemma":[0.97338325,0.00013951861,0.026311222,0.000014924609,0.000121993544,1.5663758e-7,0.000009016601,0.0000071351537,0.000012786205],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99953604,0.0000057485026,0.00028493453,0.000031166568,0.000091084454,0.000051038234],"domain_scores_gemma":[0.9995838,0.000037423855,0.0001204038,0.000047478537,0.00017598346,0.00003495553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000061525905,0.000057213278,0.00012379828,0.00015203204,0.000033498396,0.000029713867,0.000041139738,0.000053310145,0.000039306145],"category_scores_gemma":[0.00004034551,0.000047990252,0.00003648797,0.00019450589,0.000013735398,0.00014809264,0.000004505313,0.00014370405,2.4526173e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000067724955,0.00001381483,0.00018324473,0.000018640978,0.000039259055,0.000001060774,0.000113166745,0.20542099,0.7887491,0.0002177468,0.00016962149,0.0050665615],"study_design_scores_gemma":[0.00019223176,0.00006631072,0.0013711354,0.000007949444,0.00007160395,0.000020038522,0.000025652946,0.9597388,0.03823662,0.00012035484,0.00009751767,0.000051782536],"about_ca_topic_score_codex":5.065862e-7,"about_ca_topic_score_gemma":0.0000046689383,"teacher_disagreement_score":0.7543178,"about_ca_system_score_codex":0.0000053373124,"about_ca_system_score_gemma":0.000016004144,"threshold_uncertainty_score":0.19569856},"labels":[],"label_agreement":null},{"id":"W2047029006","doi":"10.1016/j.apm.2011.07.007","title":"Natural frequencies of rectangular Mindlin plates coupled with stationary fluid","year":2011,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Bernoulli's principle; Plate theory; Boundary value problem; Vibration; Normal mode; Free surface; Velocity potential; Mathematics; Mechanics; Mathematical analysis; Work (physics); Geometry; Surface (topology); Boundary (topology); Bending of plates; Materials science; Physics; Acoustics; Composite material; Bending","score_opus":0.012067764796001614,"score_gpt":0.169609473725271,"score_spread":0.1575417089292694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047029006","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26663655,0.00013705887,0.7283454,0.0000020557723,0.000012664864,0.000106872234,0.0000016277547,0.00007167014,0.004686105],"genre_scores_gemma":[0.74598235,0.000013088617,0.25393942,0.000004872555,0.000011188127,0.000009085596,0.00001399583,0.00001832725,0.0000076632305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993282,0.000003818601,0.00026380573,0.00011630074,0.00015716015,0.00013074376],"domain_scores_gemma":[0.9996643,0.00006307583,0.00004119848,0.00014935888,0.000047743073,0.000034340068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000062236766,0.00012813292,0.00022850207,0.0000672907,0.000030855048,0.000009636638,0.000083838255,0.000047283018,0.00011949467],"category_scores_gemma":[0.000002674743,0.00009927218,0.000038916598,0.00014687197,0.000036429607,0.000058907775,0.000009781796,0.00008462715,0.0000064970104],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025849553,0.000019137797,0.000004512565,0.00011967982,0.000095953474,0.0000017754797,0.0016502483,0.94088835,0.014042055,0.042960603,0.000005418628,0.00018644251],"study_design_scores_gemma":[0.000122275,0.000013347344,0.0000058272904,0.00003148207,0.00006419181,0.00000282526,0.000118955686,0.946393,0.019678904,0.033444885,0.0000021462117,0.00012212031],"about_ca_topic_score_codex":0.000005220436,"about_ca_topic_score_gemma":0.0000016488274,"teacher_disagreement_score":0.4793458,"about_ca_system_score_codex":0.000017995662,"about_ca_system_score_gemma":0.0000068138147,"threshold_uncertainty_score":0.40482023},"labels":[],"label_agreement":null},{"id":"W2047285210","doi":"10.1006/jsvi.2000.3078","title":"SPECTRAL-ELEMENT-BASED SOLUTIONS FOR WAVE PROPAGATION ANALYSIS OF MULTIPLY CONNECTED UNSYMMETRIC LAMINATED COMPOSITE BEAMS","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Finite element method; Transverse plane; Frequency domain; Displacement field; Displacement (psychology); Beam (structure); Wavenumber; Degrees of freedom (physics and chemistry); Rotation (mathematics); Structural engineering; Mathematical analysis; Geometry; Mathematics; Physics; Engineering; Optics","score_opus":0.010490881825373815,"score_gpt":0.21693007402049966,"score_spread":0.20643919219512585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047285210","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5075707,0.00013142488,0.49203485,0.000042450734,0.000032062264,0.00009827325,0.00001783307,0.000012489639,0.000059952057],"genre_scores_gemma":[0.9896064,0.000061554754,0.0100547485,0.000014374218,0.00005199605,0.0000014142764,0.00019282858,0.00000789304,0.000008797812],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99921983,0.000025111194,0.00044718117,0.0000711037,0.00013395809,0.00010282226],"domain_scores_gemma":[0.9994281,0.00006983157,0.0001846404,0.000060437214,0.0002196038,0.000037414226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001600182,0.00008778399,0.00024948324,0.0006030115,0.00009218265,0.000049891263,0.00003468515,0.0000462968,0.00007262058],"category_scores_gemma":[0.000014163553,0.00007717527,0.0001436938,0.0010265586,0.000016507942,0.00020385979,0.000002367426,0.00005880354,1.7531232e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060970375,0.000040571984,0.0008547338,0.000032667744,0.0006576101,4.694183e-7,0.00016644828,0.9609028,0.029202748,0.00019394708,0.000021003343,0.007866032],"study_design_scores_gemma":[0.00067632494,0.00013050095,0.026629284,0.000014448297,0.0011538832,0.0000022056317,0.00003394043,0.9623659,0.0087268455,0.0001268845,0.000058155285,0.00008157933],"about_ca_topic_score_codex":0.00000495676,"about_ca_topic_score_gemma":0.00002657412,"teacher_disagreement_score":0.48203573,"about_ca_system_score_codex":0.000046237088,"about_ca_system_score_gemma":0.000011289979,"threshold_uncertainty_score":0.3147116},"labels":[],"label_agreement":null},{"id":"W2047410576","doi":"10.1115/imece2003-43001","title":"Vibration and Frequency Analysis of Non-Uniform Timoshenko Beams Subjected to Axial Forces","year":2003,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Timoshenko beam theory; Beam (structure); Boundary value problem; Vibration; Shear force; Natural frequency; Perpendicular; Tangent; Bending; Displacement (psychology); Differential equation; Physics; Rotation (mathematics); Mechanics; Structural engineering; Materials science; Classical mechanics; Mathematical analysis; Mathematics; Geometry; Optics; Engineering; Acoustics","score_opus":0.003001544136337155,"score_gpt":0.19415228270033172,"score_spread":0.19115073856399456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047410576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5375788,0.000023789913,0.45292655,0.000007824097,0.000030488252,0.00006218962,0.000003818417,0.000054403936,0.00931215],"genre_scores_gemma":[0.9686003,0.000015187495,0.031264592,0.000020283502,0.00001116197,0.0000024788733,0.000038739545,0.000009549146,0.000037721096],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995162,0.0000074053196,0.00019484958,0.000104194136,0.00008836614,0.00008897874],"domain_scores_gemma":[0.9997399,0.000014424363,0.00002335075,0.00012166088,0.000055310597,0.000045380253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000468507,0.00008530061,0.00019168269,0.00031742099,0.00003075983,0.000026476635,0.000039327944,0.00004140955,0.00018133307],"category_scores_gemma":[0.000009934303,0.000075038966,0.000062252846,0.0011107065,0.0000072641838,0.00011066062,0.0000059451336,0.00002915653,0.0000014508641],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000036800682,0.0000073617794,0.005760545,0.0000151773065,0.0006643363,3.1423488e-7,0.00049237756,0.9252275,0.06444646,0.0018388641,0.00007652253,0.0014668565],"study_design_scores_gemma":[0.00016630423,0.000047385423,0.030081302,0.000004636063,0.00076624466,6.54922e-7,0.000076659315,0.9178551,0.050556462,0.00016268174,0.000091139096,0.00019143986],"about_ca_topic_score_codex":0.000084581574,"about_ca_topic_score_gemma":0.0006151751,"teacher_disagreement_score":0.43102148,"about_ca_system_score_codex":0.000018852443,"about_ca_system_score_gemma":0.0000048454062,"threshold_uncertainty_score":0.30600002},"labels":[],"label_agreement":null},{"id":"W2047453005","doi":"10.1007/s11012-014-9935-8","title":"Graded piezoelectric cylinders subjected to high electric fields and comparison of their frequency response with piezoelectric plates","year":2014,"lang":"en","type":"article","venue":"Meccanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; National Research Council Canada","funders":"Ministère de la Défense Nationale","keywords":"Piezoelectricity; Galerkin method; Multiphysics; Materials science; Cylinder; Nonlinear system; Electric field; Finite element method; Piezoelectric coefficient; Dielectric; Frequency domain; Equations of motion; Material properties; Acoustics; Mechanics; Composite material; Physics; Classical mechanics; Mathematical analysis; Geometry; Mathematics","score_opus":0.00485938659457583,"score_gpt":0.19762132539153557,"score_spread":0.19276193879695974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047453005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.906315,0.00054560305,0.0924197,0.00012604731,0.00003873388,0.00017259711,0.0000018424771,0.0001296977,0.0002507673],"genre_scores_gemma":[0.99821293,0.000073067524,0.0015684961,0.000043024735,0.000033807144,0.000010020994,0.00001084926,0.00003249976,0.000015293166],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99887997,0.0000984381,0.00031904352,0.00024383487,0.00016889768,0.00028983614],"domain_scores_gemma":[0.99920374,0.00026112894,0.000074224015,0.0002759135,0.00008336203,0.00010160249],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016788731,0.00021535579,0.00041569024,0.00042982076,0.00007407647,0.00003444056,0.00016488701,0.00011022082,0.00002963026],"category_scores_gemma":[0.000062110434,0.00017454094,0.000047534624,0.0016941073,0.000014709389,0.000057362817,0.000015521104,0.00021086028,0.0000022985969],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024173795,0.00017686131,0.015421418,0.00017536606,0.0009211426,0.0000062847007,0.0031515013,0.16366845,0.58883053,0.0022930743,0.0012678357,0.22167012],"study_design_scores_gemma":[0.0013240122,0.0024411294,0.048977815,0.00005626839,0.00026625744,0.000019413916,0.000054077394,0.8059565,0.13844493,0.001306202,0.0003868592,0.00076653453],"about_ca_topic_score_codex":0.00009361981,"about_ca_topic_score_gemma":0.00022749549,"teacher_disagreement_score":0.642288,"about_ca_system_score_codex":0.000060421487,"about_ca_system_score_gemma":0.000028722297,"threshold_uncertainty_score":0.7117573},"labels":[],"label_agreement":null},{"id":"W2047717408","doi":"10.1177/1099636212460540","title":"Finite element buckling analysis of laminated composite sandwich panels with transversely flexible core carrying attached elastic strip","year":2012,"lang":"en","type":"article","venue":"Journal of Sandwich Structures & Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Buckling; Structural engineering; Sandwich-structured composite; Stiffness; Core (optical fiber); Boundary value problem; Shell (structure); Materials science; Displacement (psychology); Composite material; Engineering; Mathematics; Mathematical analysis","score_opus":0.014578356705591107,"score_gpt":0.24629565478189425,"score_spread":0.23171729807630315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047717408","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9545123,0.00076104887,0.043881413,0.000010009706,0.00045709094,0.0001424552,0.00011984508,0.000051819658,0.00006399206],"genre_scores_gemma":[0.9939568,0.00012671924,0.0054669804,0.000014983486,0.00026533386,0.0000020896327,0.00011839524,0.000042052663,0.0000066591438],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9975954,0.00008884375,0.0011993388,0.00016188003,0.000535484,0.00041900566],"domain_scores_gemma":[0.9984566,0.00013402331,0.00067856355,0.00023724427,0.00032433885,0.00016920484],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00040861912,0.0003616245,0.0012066835,0.00081178726,0.00009843723,0.000103670085,0.0002504775,0.00013945288,0.00045601954],"category_scores_gemma":[0.000021940701,0.0002676641,0.00026691292,0.0010308949,0.00004517581,0.00032295584,0.000024794454,0.00020042362,6.325279e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020639479,0.000019614201,0.007878707,0.00013552881,0.003127452,0.000006580291,0.0009214899,0.5292185,0.45810574,0.000028587272,0.00002118702,0.0003302122],"study_design_scores_gemma":[0.0027348683,0.00031469556,0.2657095,0.0003266084,0.014358412,0.00010890052,0.00046909813,0.0350157,0.67995924,0.00007958534,0.00015219898,0.00077120494],"about_ca_topic_score_codex":0.0000257226,"about_ca_topic_score_gemma":0.000012487585,"teacher_disagreement_score":0.49420282,"about_ca_system_score_codex":0.00010719587,"about_ca_system_score_gemma":0.000029755349,"threshold_uncertainty_score":0.9999775},"labels":[],"label_agreement":null},{"id":"W2048456827","doi":"10.1177/002199801772661434","title":"Delamination Analysis of Layered Shells","year":2001,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Materials science; Delamination (geology); Finite element method; Composite material; Transverse shear; Transverse plane; Composite number; Shear (geology); Structural engineering","score_opus":0.004380621625623604,"score_gpt":0.20778705110949802,"score_spread":0.2034064294838744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048456827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9470331,0.00025147916,0.05172594,0.000021868638,0.00027267612,0.000032696513,0.000010346659,0.000013557359,0.00063831743],"genre_scores_gemma":[0.99671996,0.00034116613,0.0027778654,0.000011289104,0.00010271909,2.9286423e-7,0.00002158337,0.000010596199,0.000014520082],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989273,0.00004627889,0.0006825981,0.00005250211,0.00020229608,0.00008904395],"domain_scores_gemma":[0.99927366,0.00003452489,0.00031506503,0.000116704876,0.00022135497,0.000038682272],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022702046,0.00009676148,0.00049412897,0.00062618114,0.000020245207,0.00004891755,0.00012870948,0.000047823683,0.00043119251],"category_scores_gemma":[0.0000067701153,0.00008297727,0.00017834605,0.00066929474,0.000010935338,0.00015081388,0.000011709466,0.000042285814,0.0000017960065],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028657161,0.0000116997,0.00076258805,0.000008992911,0.0008200265,0.0000052956416,0.00008500541,0.43602544,0.5612605,0.0000310351,0.00004874147,0.00091200526],"study_design_scores_gemma":[0.0007198883,0.00013154309,0.117457196,0.000073932184,0.004289149,0.00006769353,0.000035748788,0.11581755,0.75995576,0.00016187494,0.0010010265,0.0002886616],"about_ca_topic_score_codex":0.0000068572917,"about_ca_topic_score_gemma":0.0000045252987,"teacher_disagreement_score":0.3202079,"about_ca_system_score_codex":0.00003935396,"about_ca_system_score_gemma":0.000005691661,"threshold_uncertainty_score":0.47212556},"labels":[],"label_agreement":null},{"id":"W204901325","doi":"","title":"A new fiber element for refined nonlinear modeling of RC frame structures in seismic loading","year":2009,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Structural engineering; Nonlinear system; Finite element method; Dissipation; Displacement (psychology); Frame (networking); Stiffness matrix; Engineering; Physics; Mechanical engineering","score_opus":0.008911396627466853,"score_gpt":0.22011202689146844,"score_spread":0.2112006302640016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W204901325","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.059822727,0.00097390934,0.9343429,0.0007880427,0.000097682016,0.00041703528,0.000048038295,0.00012873621,0.0033809256],"genre_scores_gemma":[0.59422046,0.00027511208,0.4044049,0.000027165619,0.00003437723,0.000015720063,0.00058809284,0.00004044068,0.00039371455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99807835,0.00037017578,0.00066567626,0.00040660813,0.00023032866,0.00024888208],"domain_scores_gemma":[0.99794286,0.00021784284,0.00022161391,0.00090513047,0.0006269709,0.00008557875],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010249052,0.0002811446,0.0004504534,0.00031110016,0.00006908101,0.00012605483,0.0005233922,0.00024162754,0.00008962389],"category_scores_gemma":[0.00016324557,0.00030831507,0.00021211838,0.00030157794,0.000018543114,0.000071009905,0.0002174455,0.0003901459,0.000001456013],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008597407,0.00002901603,0.000052746684,0.00015452669,0.000065456785,3.535408e-7,0.001436355,0.96372306,0.0013638713,0.0019748884,0.00017971822,0.031011434],"study_design_scores_gemma":[0.00038391203,3.491561e-7,0.00013255121,0.00070527714,0.00006101778,8.285683e-7,0.000018806006,0.9791922,0.011783051,0.0062047457,0.0012612685,0.00025600282],"about_ca_topic_score_codex":0.0006431856,"about_ca_topic_score_gemma":0.0009540482,"teacher_disagreement_score":0.5343977,"about_ca_system_score_codex":0.00015144539,"about_ca_system_score_gemma":0.00010251624,"threshold_uncertainty_score":0.9999369},"labels":[],"label_agreement":null},{"id":"W2050815653","doi":"10.1007/s10999-005-4445-4","title":"A Continuum Based Thick Shell Element for Large Deformation Analysis of Layered Composites","year":2005,"lang":"en","type":"article","venue":"International Journal of Mechanics and Materials in Design","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Orthotropic material; Materials science; Shell (structure); Composite material; Solid mechanics; Anisotropy; Composite number; Stacking; Finite element method; Deformation (meteorology); Displacement (psychology); Structural engineering; Geometry; Mathematics; Physics; Optics","score_opus":0.008896828585466064,"score_gpt":0.23740698636594593,"score_spread":0.22851015778047987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050815653","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14442435,0.00010006604,0.8550235,0.00008265285,0.00021634017,0.00008535703,0.00005336978,0.000004800129,0.000009542224],"genre_scores_gemma":[0.953935,0.00012184878,0.045775324,0.000047204387,0.00006853864,0.0000030298581,0.00004049988,0.000006611521,0.0000019376726],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911505,0.000034182453,0.00055393775,0.000051657276,0.00017067442,0.000074481046],"domain_scores_gemma":[0.99936754,0.00006787776,0.00023641135,0.00004650082,0.00026040594,0.000021257802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006279133,0.00007470741,0.00025845846,0.00045403288,0.0000126936375,0.000048053753,0.0001193496,0.00004101219,0.000068524154],"category_scores_gemma":[0.000019664973,0.000065464126,0.00007932543,0.00011260531,0.0000019692154,0.00012406985,0.000012009869,0.00003260522,1.6781846e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017622512,0.000042124546,0.00006670428,0.000022643188,0.00074329204,0.000001219416,0.0001665936,0.7458041,0.2488094,0.0033577855,0.000120321936,0.00068963785],"study_design_scores_gemma":[0.00080021325,0.000053365417,0.0002266269,0.000032554235,0.0002435059,0.0000024478225,0.000018516817,0.8402963,0.15734434,0.00062576606,0.00029421097,0.000062150226],"about_ca_topic_score_codex":0.0000027936421,"about_ca_topic_score_gemma":0.000032940887,"teacher_disagreement_score":0.80951065,"about_ca_system_score_codex":0.00005492628,"about_ca_system_score_gemma":0.000011004509,"threshold_uncertainty_score":0.26695496},"labels":[],"label_agreement":null},{"id":"W2051390697","doi":"10.2514/1.39580","title":"Finite Element Method Applied to Supersonic Flutter of Circular Cylindrical Shells","year":2009,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flutter; Aeroelasticity; Supersonic speed; Finite element method; Shell (structure); Aerodynamics; Structural engineering; Boundary value problem; Stiffness matrix; Mechanics; Physics; Engineering; Mathematics; Mathematical analysis; Mechanical engineering","score_opus":0.005689186200213444,"score_gpt":0.22871210261064254,"score_spread":0.2230229164104291,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051390697","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032881897,0.00018341071,0.962732,0.00038128765,0.00011291954,0.0000769509,0.0000018620028,0.000025340267,0.0036043245],"genre_scores_gemma":[0.94446796,0.000043697313,0.054911867,0.00037862622,0.00016874778,7.672333e-7,0.0000038076241,0.000010452193,0.0000140795055],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992252,0.000020621725,0.00029191413,0.000091940725,0.0001954427,0.00017489017],"domain_scores_gemma":[0.999668,0.000024095736,0.00003442603,0.00012577779,0.00004595425,0.00010174281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017156996,0.00010310146,0.00020111744,0.00015487928,0.00004235168,0.000037515358,0.00011907808,0.000043642474,0.00042550964],"category_scores_gemma":[0.00000570798,0.00009093042,0.00011447584,0.00023025076,0.0000036889892,0.000045838897,0.000009668632,0.00017428561,0.00001364849],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007805829,0.000013018563,0.00008045048,0.0000053084727,0.00006794173,0.0000053931462,0.0003568908,0.9145206,0.052194588,0.00012896213,0.00067794067,0.03194107],"study_design_scores_gemma":[0.0014940584,0.00034458566,0.013082837,0.000068315414,0.00043097162,0.00013345992,0.00017028807,0.87722486,0.08721484,0.0019847357,0.017139321,0.0007116982],"about_ca_topic_score_codex":8.763526e-7,"about_ca_topic_score_gemma":6.3251423e-7,"teacher_disagreement_score":0.91158605,"about_ca_system_score_codex":0.000056170586,"about_ca_system_score_gemma":0.000009877465,"threshold_uncertainty_score":0.46590322},"labels":[],"label_agreement":null},{"id":"W2052106483","doi":"10.1177/1077546314543726","title":"Smart damping of fuzzy fiber reinforced composite plates using 1--3 piezoelectric composites","year":2014,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Composite material; Constrained-layer damping; Waviness; Carbon nanotube; Composite number; Transverse plane; Piezoelectricity; Fiber; Fiber-reinforced composite; Vibration; Finite element method; Structural engineering; Vibration control; Acoustics","score_opus":0.00387097375877635,"score_gpt":0.19008850120335666,"score_spread":0.1862175274445803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052106483","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44355506,0.00043625492,0.55508226,0.00006257849,0.00007840262,0.00005799449,0.0000012993008,0.000014877504,0.00071124395],"genre_scores_gemma":[0.9953475,0.000041462226,0.004414057,0.00007373607,0.00009909455,2.4619618e-7,0.0000038637395,0.00000918164,0.000010865098],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992632,0.00003530803,0.00043646936,0.00005083198,0.00012945588,0.00008469345],"domain_scores_gemma":[0.9994417,0.000081316204,0.00022961175,0.00006314016,0.00013564178,0.000048577618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013876673,0.000093142255,0.00028244304,0.00019650979,0.000059065656,0.00005507538,0.000054152184,0.000044805194,0.000023248538],"category_scores_gemma":[0.0000138696505,0.00007963185,0.00008095166,0.00015377649,0.000014650753,0.00022809619,0.000005353615,0.00009464387,4.6942256e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004115396,0.0000036385973,0.0005500983,0.000023599878,0.00010777363,5.7306494e-7,0.000076783,0.65338385,0.34088916,0.00024939817,0.000024694187,0.0046492945],"study_design_scores_gemma":[0.0008828659,0.00008988349,0.001357617,0.000048748596,0.00013657124,0.000035737823,0.000007675877,0.9823214,0.014782657,0.00007310349,0.00017945992,0.00008431534],"about_ca_topic_score_codex":0.0000042032543,"about_ca_topic_score_gemma":0.0000015266951,"teacher_disagreement_score":0.55179244,"about_ca_system_score_codex":0.000020210782,"about_ca_system_score_gemma":0.000009207895,"threshold_uncertainty_score":0.32472926},"labels":[],"label_agreement":null},{"id":"W2052751786","doi":"10.1016/s0263-8231(02)00116-7","title":"Static and vibration analysis of orthotropic toroidal shells of variable thickness by differential quadrature","year":2003,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Orthotropic material; Quadrature (astronomy); Vibration; Fourier series; Nyström method; Toroid; Mathematical analysis; Power series; Series (stratigraphy); Finite element method; Homogenization (climate); Mathematics; Structural engineering; Integral equation; Physics; Engineering; Acoustics; Geology","score_opus":0.002366375011114417,"score_gpt":0.18397075938451019,"score_spread":0.18160438437339577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052751786","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8807411,0.00073071534,0.11734722,0.0000101443575,0.00015000466,0.00012637295,0.00007425057,0.00004438778,0.0007757812],"genre_scores_gemma":[0.9930009,0.0001003292,0.006633333,0.000018978677,0.000016664651,0.0000020546659,0.00017378629,0.00001712114,0.00003681248],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893296,0.000085333406,0.00040809592,0.00018938491,0.00023631052,0.00014792803],"domain_scores_gemma":[0.999417,0.00006510169,0.00013406503,0.00024058591,0.00009166951,0.000051592473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000069164584,0.00019457405,0.00053241226,0.0002355122,0.000052633968,0.00003762676,0.00010256773,0.00013891542,0.0007062806],"category_scores_gemma":[0.000026798229,0.00016384402,0.00010757458,0.0006363672,0.00004224082,0.000108499975,0.000015308853,0.00014072807,1.3460868e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037293958,0.000019958794,0.0016533976,0.00019168053,0.00224615,6.658409e-7,0.0018240892,0.7555683,0.22383067,0.013931083,0.00031639717,0.0003803225],"study_design_scores_gemma":[0.0019194416,0.00016598703,0.05596758,0.00005169478,0.007242465,0.000007526496,0.00050011347,0.8271506,0.09521007,0.010356923,0.0004653757,0.00096225494],"about_ca_topic_score_codex":0.00006300662,"about_ca_topic_score_gemma":0.00006919673,"teacher_disagreement_score":0.1286206,"about_ca_system_score_codex":0.000021201668,"about_ca_system_score_gemma":0.000016460113,"threshold_uncertainty_score":0.7733277},"labels":[],"label_agreement":null},{"id":"W2052837812","doi":"10.1016/j.tws.2006.10.012","title":"Torsion analysis of thin-walled beams including shear deformation effects","year":2006,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Image warping; Torsion (gastropod); Finite element method; Kinematics; Timoshenko beam theory; Boundary value problem; Stiffness; Beam (structure); Classical mechanics; Shear (geology); Stress resultants; Physics; Mathematical analysis; Mathematics; Structural engineering; Mechanics; Materials science; Computer science; Engineering","score_opus":0.003998857036839607,"score_gpt":0.20798155987524647,"score_spread":0.20398270283840686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052837812","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96154326,0.000762474,0.03283346,0.000027264565,0.00036916728,0.00027960294,0.00001531431,0.00033684395,0.0038325943],"genre_scores_gemma":[0.9922649,0.000060890598,0.0069825053,0.00003678517,0.00015850879,0.0000070168344,0.00040374618,0.000038540384,0.000047076446],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981161,0.00008467625,0.00069627416,0.00028512324,0.0004960506,0.00032180813],"domain_scores_gemma":[0.9990272,0.00011575495,0.00021037896,0.0004395699,0.00013246738,0.00007462669],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002075211,0.00035051114,0.0007444551,0.0008292643,0.00019906544,0.00008495209,0.00027789906,0.00021596943,0.00021567431],"category_scores_gemma":[0.000034534394,0.00029841159,0.00039955194,0.0013904405,0.000038767972,0.00029034624,0.000076653836,0.00023953318,0.0000045124216],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000318251,0.000012590535,0.0009245689,0.00011692071,0.0009515654,0.000002499506,0.0011335621,0.9790941,0.014262139,0.002136692,0.00039753586,0.00093602616],"study_design_scores_gemma":[0.00072712207,0.000048915153,0.06257156,0.00003877367,0.001978808,0.000003696681,0.0000848342,0.90243334,0.02766394,0.003728296,0.00025997203,0.0004607159],"about_ca_topic_score_codex":0.00034995962,"about_ca_topic_score_gemma":0.00021930586,"teacher_disagreement_score":0.07666071,"about_ca_system_score_codex":0.00016161244,"about_ca_system_score_gemma":0.000014265259,"threshold_uncertainty_score":0.9999468},"labels":[],"label_agreement":null},{"id":"W2053213852","doi":"10.1115/imece2004-60090","title":"Vibration Analysis of Composite Wings Undergoing Material and Geometrical Couplings: A Dynamic Finite Element Formulation","year":2004,"lang":"en","type":"article","venue":"Aerospace","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Vibration; Torsion (gastropod); Virtual work; Euler's formula; Beam (structure); Structural engineering; Bernoulli's principle; Timoshenko beam theory; Coupling (piping); Trigonometry; Mathematical analysis; Mathematics; Physics; Engineering; Acoustics; Mechanical engineering","score_opus":0.0033775046850633922,"score_gpt":0.2028005295104123,"score_spread":0.1994230248253489,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053213852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6115273,0.000057602323,0.38818237,0.000038292394,0.00003568849,0.00005672013,0.000007349747,0.000046275673,0.000048402326],"genre_scores_gemma":[0.9908431,0.000100096375,0.008824415,0.000016378997,0.000013796992,0.000002259343,0.00018182259,0.000011902835,0.0000062408467],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993694,0.0000056326217,0.00023652586,0.00013188484,0.00014433751,0.000112256814],"domain_scores_gemma":[0.99969643,0.000042878364,0.00007253222,0.00010930816,0.000044493994,0.000034337805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006296885,0.00010550956,0.00022179277,0.00038156065,0.000055065975,0.000057711295,0.000041051284,0.000051013852,0.000019277313],"category_scores_gemma":[0.00000982258,0.00010756908,0.000068135654,0.0010924899,0.000011017489,0.0001599725,0.000020507374,0.0000431656,6.860954e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009489779,0.000007361429,0.001537589,0.00002265984,0.00029288154,3.259908e-7,0.00023514255,0.96443325,0.03298474,0.00027496647,0.0000024049534,0.00019916144],"study_design_scores_gemma":[0.00034099497,0.00003627198,0.029884735,0.000017697768,0.00059328874,5.670457e-7,0.000026147141,0.96213305,0.0067261327,0.00011044272,0.0000123945265,0.00011828991],"about_ca_topic_score_codex":0.00004484914,"about_ca_topic_score_gemma":0.00022652964,"teacher_disagreement_score":0.37935796,"about_ca_system_score_codex":0.00011521737,"about_ca_system_score_gemma":0.0000065158024,"threshold_uncertainty_score":0.43865398},"labels":[],"label_agreement":null},{"id":"W2053477294","doi":"10.2514/2.991","title":"Higher-Order Finite Element for Sandwich Plates","year":2000,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Finite element method; Structural engineering; Order (exchange); Materials science; Mathematics; Geometry; Engineering","score_opus":0.004926474455573913,"score_gpt":0.20634062679016996,"score_spread":0.20141415233459603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053477294","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45748147,0.0072829714,0.4881738,0.0022675581,0.0024341065,0.00056422106,0.000048443544,0.0004307189,0.04131669],"genre_scores_gemma":[0.9865987,0.00066254684,0.010861739,0.00014422323,0.00056236563,0.000004222095,0.000021968404,0.000022352877,0.0011218903],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952,0.0000064727687,0.0001801371,0.000059707807,0.00008578989,0.00014788292],"domain_scores_gemma":[0.9997906,0.000027670403,0.000020502272,0.000063019244,0.000047449557,0.000050722927],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00005782405,0.00008231192,0.00010215054,0.000052076106,0.00009939526,0.00007484638,0.00006896751,0.000032215714,0.004490612],"category_scores_gemma":[0.0000024140688,0.00006941023,0.00007048021,0.00010762203,0.0000047695944,0.000083357394,0.0000033230133,0.00009577441,0.000017679196],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014108721,0.0000068527315,0.0002534341,0.0000066768976,0.000119495184,0.0000023006032,0.00009050069,0.92838794,0.00046813456,0.00010947526,0.008125828,0.062415253],"study_design_scores_gemma":[0.0009632903,0.00009247452,0.0015692895,0.000023641369,0.00011452296,0.000027251956,0.000012543121,0.5224225,0.0012228908,0.001514694,0.47179878,0.00023811216],"about_ca_topic_score_codex":0.0000016094616,"about_ca_topic_score_gemma":0.0000042777137,"teacher_disagreement_score":0.5291172,"about_ca_system_score_codex":0.000028885524,"about_ca_system_score_gemma":0.0000064408473,"threshold_uncertainty_score":0.9964194},"labels":[],"label_agreement":null},{"id":"W2053698803","doi":"10.1016/j.jsv.2004.06.028","title":"Free flexural vibration analysis of symmetric honeycomb panels","year":2004,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":106,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Honeycomb; Orthotropic material; Plate theory; Flexural strength; Vibration; Structural engineering; Honeycomb structure; Boundary value problem; Materials science; Composite material; Mathematics; Finite element method; Physics; Engineering; Mathematical analysis; Acoustics","score_opus":0.007716606192869486,"score_gpt":0.21401058085033672,"score_spread":0.20629397465746724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053698803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6478383,0.0003246787,0.35150933,0.00006516052,0.000089108325,0.000025162051,0.000004878503,0.0000090403555,0.00013431734],"genre_scores_gemma":[0.995947,0.00018325818,0.0037211063,0.000020439626,0.00009975425,1.9710136e-7,0.000019272446,0.0000061595038,0.0000028254262],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928725,0.000014055442,0.00040064962,0.000055331857,0.0001790792,0.00006366518],"domain_scores_gemma":[0.9995314,0.000025714604,0.00019404289,0.000089614965,0.00011847627,0.00004075141],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000113327056,0.00007789705,0.0002471717,0.0006919947,0.00004065051,0.000060832313,0.00006435844,0.000049990333,0.000020722224],"category_scores_gemma":[0.000022610655,0.0000653844,0.00012802558,0.0010549332,0.000013448606,0.0004272838,0.000008620102,0.000074476215,2.0587933e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013803876,0.000016996768,0.0016773642,0.000019735653,0.0006015299,0.0000011844346,0.00043981706,0.9676964,0.025315324,0.0019671428,0.000016055694,0.0022346003],"study_design_scores_gemma":[0.002009056,0.0003969093,0.24943264,0.000058508278,0.0039077625,0.00003801482,0.00035676805,0.693063,0.029849397,0.020453297,0.00007149891,0.00036312427],"about_ca_topic_score_codex":0.0000091564225,"about_ca_topic_score_gemma":0.000020902042,"teacher_disagreement_score":0.34810868,"about_ca_system_score_codex":0.000040160205,"about_ca_system_score_gemma":0.00001062634,"threshold_uncertainty_score":0.26662987},"labels":[],"label_agreement":null},{"id":"W2054150179","doi":"10.1115/detc2010-28214","title":"Vibration and Buckling Response of Width Tapered Laminated Composite Beams Using Ritz Method for Rotorcraft Blade","year":2010,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Ritz method; Buckling; Materials science; Structural engineering; Vibration; Beam (structure); Boundary value problem; Ultimate tensile strength; Composite number; Composite material; Parametric statistics; Finite element method; Stiffness; Mathematics; Engineering; Physics; Mathematical analysis","score_opus":0.005517382344416466,"score_gpt":0.2488897174845849,"score_spread":0.24337233514016846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054150179","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45072854,0.000019132707,0.5489236,0.00002008028,0.00005678374,0.00013799978,0.000005172567,0.000047141508,0.00006155395],"genre_scores_gemma":[0.5838705,0.0000027889982,0.4160302,0.000011464321,0.000026896207,0.0000033892297,0.000017202801,0.000013995297,0.0000235831],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994165,0.000036123154,0.00023468272,0.00013013443,0.00007487697,0.00010770717],"domain_scores_gemma":[0.9995423,0.00015466375,0.000046859765,0.00013102012,0.00008691748,0.00003821613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024992283,0.000108540866,0.00018876934,0.00013007366,0.00006497398,0.00003939931,0.000052167896,0.00008793319,0.000027361752],"category_scores_gemma":[0.00003143225,0.00010220665,0.000051092684,0.0001727654,0.000016183463,0.00012248305,0.000015440719,0.00008388972,1.6273374e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006990766,0.0000044282033,0.00012165239,0.000024543426,0.00003579613,1.6887883e-7,0.00013821288,0.2089006,0.78878,0.000081304766,0.000007690286,0.0018357002],"study_design_scores_gemma":[0.00025115098,0.000020163434,0.0014432421,0.000008558007,0.000057303532,0.0000035827495,0.000014447779,0.72672504,0.27121243,0.000062376515,0.00011359408,0.00008807968],"about_ca_topic_score_codex":0.000034532557,"about_ca_topic_score_gemma":0.00003645297,"teacher_disagreement_score":0.5178245,"about_ca_system_score_codex":0.000014481062,"about_ca_system_score_gemma":0.000007900444,"threshold_uncertainty_score":0.41678664},"labels":[],"label_agreement":null},{"id":"W2056021152","doi":"10.1115/detc2007-34213","title":"Curvature-Based Finite Element Method for Euler-Bernoulli Beams","year":2007,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Curvature; Bernoulli's principle; Finite element method; Displacement (psychology); Euler's formula; Degrees of freedom (physics and chemistry); Mathematical analysis; Beam (structure); Mathematics; Mixed finite element method; Geometry; Physics; Optics","score_opus":0.007440184860485708,"score_gpt":0.25650707467407363,"score_spread":0.24906688981358793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056021152","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0003538434,0.00011907706,0.9940478,0.000087368,0.00020133,0.00015151864,0.0000074613886,0.00016470643,0.0048668967],"genre_scores_gemma":[0.23302646,0.0000081635735,0.7659889,0.00031419957,0.00018216914,0.00001149431,0.00015042533,0.00003009363,0.00028811817],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993426,0.0000068579698,0.00021051681,0.00012957248,0.0001065476,0.00020391407],"domain_scores_gemma":[0.9994508,0.00025897854,0.000023294502,0.000156802,0.000056425804,0.00005367669],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026587796,0.00011790988,0.0001372505,0.000099009856,0.00004584251,0.000028753515,0.0000774534,0.00006113215,0.00023246321],"category_scores_gemma":[0.000019407387,0.000102118334,0.00011008599,0.00020333788,0.0000042387715,0.000040159153,0.0000072564767,0.00006470797,0.000005013852],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010981145,0.000008388368,0.00011843594,0.000021199612,0.000063287436,4.9324564e-7,0.000032286665,0.97536135,0.0019103737,0.0010402412,0.0013464508,0.02008651],"study_design_scores_gemma":[0.00030253676,0.000024707115,0.00026921497,0.000004653649,0.000058063197,2.0012006e-7,0.000009488254,0.8989016,0.029583704,0.00013529725,0.07056827,0.0001422521],"about_ca_topic_score_codex":0.0000134311695,"about_ca_topic_score_gemma":0.00008363618,"teacher_disagreement_score":0.23267262,"about_ca_system_score_codex":0.00004548651,"about_ca_system_score_gemma":0.0000054131638,"threshold_uncertainty_score":0.41642648},"labels":[],"label_agreement":null},{"id":"W2056738769","doi":"10.1061/(asce)0893-1321(2005)18:2(120)","title":"Free Vibration of Open Circular Cylindrical Composite Shells with Point Supports","year":2005,"lang":"en","type":"article","venue":"Journal of Aerospace Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Vibration; Displacement field; Rotary inertia; Mathematical analysis; Shell (structure); Displacement (psychology); Geometry; Mathematics; Inertia; Physics; Classical mechanics; Structural engineering; Finite element method; Materials science; Engineering","score_opus":0.003397716562644619,"score_gpt":0.19169002524151926,"score_spread":0.18829230867887464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056738769","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38470015,0.0005106276,0.6134746,0.00034950097,0.00018276327,0.00013713245,0.0000050051985,0.000041939136,0.0005983066],"genre_scores_gemma":[0.9231494,0.000056360303,0.07656693,0.000015286534,0.00016325396,7.9836343e-7,0.0000044389176,0.000030504847,0.0000130410135],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99905676,0.000009704594,0.00044206786,0.00008484298,0.00025891105,0.00014774612],"domain_scores_gemma":[0.99936813,0.000027739103,0.00016288395,0.00021082391,0.00013410841,0.00009633898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001647418,0.00015045996,0.00035689754,0.00017311852,0.000022301007,0.00008730274,0.00031330675,0.000056465375,0.00004749092],"category_scores_gemma":[0.000014437352,0.0001276469,0.000099691235,0.0002741589,0.0000096753965,0.00057819084,0.00005041424,0.00020279325,7.563648e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015348354,0.000016017668,0.0003775074,0.000031055122,0.00012910193,0.0000112404305,0.00018371809,0.90265566,0.09579963,0.00005608423,0.00035990318,0.00036474233],"study_design_scores_gemma":[0.0014110862,0.00021810968,0.009231004,0.00023620158,0.00022742225,0.00027372676,0.000049876242,0.87331355,0.11265026,0.000019425399,0.00199952,0.00036982098],"about_ca_topic_score_codex":0.0000040386444,"about_ca_topic_score_gemma":0.000006499749,"teacher_disagreement_score":0.5384492,"about_ca_system_score_codex":0.0000928485,"about_ca_system_score_gemma":0.000019286523,"threshold_uncertainty_score":0.5205289},"labels":[],"label_agreement":null},{"id":"W2057048268","doi":"10.1006/jsvi.2001.4067","title":"FREE VIBRATION ANALYSIS OF CANTILEVER PLATES WITH STEP DISCONTINUITIES IN PROPERTIES BY THE METHOD OF SUPERPOSITION","year":2002,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency; University of Ottawa","funders":"Canadian Space Agency","keywords":"Classification of discontinuities; Eigenvalues and eigenvectors; Superposition principle; Discontinuity (linguistics); Cantilever; Vibration; Normal mode; Structural engineering; Mathematical analysis; Enhanced Data Rates for GSM Evolution; Mathematics; Geometry; Physics; Acoustics; Engineering","score_opus":0.007750499939041495,"score_gpt":0.19468718360562653,"score_spread":0.18693668366658503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057048268","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79034,0.0007347908,0.20870984,0.000071122704,0.000016798778,0.00004438544,0.000009770098,0.0000027841577,0.00007053475],"genre_scores_gemma":[0.9971126,0.00015815084,0.002675384,0.0000078394005,0.00002029294,5.814016e-7,0.000008908496,0.000004616132,0.000011643541],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994061,0.000038575676,0.0003295789,0.00004342277,0.00013659013,0.00004571844],"domain_scores_gemma":[0.99964505,0.000036322985,0.00015979135,0.00006518103,0.00008158945,0.000012043302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012404977,0.000064092485,0.0002135311,0.00020259069,0.000027998312,0.00003945772,0.000047663903,0.000029399349,0.000029868233],"category_scores_gemma":[0.00000767491,0.00003741223,0.00005124002,0.00030713013,0.000025838246,0.00032838635,0.0000053227895,0.000058738504,1.9245682e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000082978106,0.000043947006,0.015114783,0.00008483433,0.0010286137,7.5999554e-7,0.0074962545,0.8389006,0.13276006,0.00022731988,0.00023211703,0.004027709],"study_design_scores_gemma":[0.00036302986,0.000121139965,0.016890835,0.00005574433,0.00070755574,0.000007870016,0.0009415146,0.9542242,0.026454052,0.00014149986,0.0000149670595,0.00007757079],"about_ca_topic_score_codex":0.00004413636,"about_ca_topic_score_gemma":0.0004295281,"teacher_disagreement_score":0.2067726,"about_ca_system_score_codex":0.000015180439,"about_ca_system_score_gemma":0.0000033154463,"threshold_uncertainty_score":0.15256263},"labels":[],"label_agreement":null},{"id":"W2057213849","doi":"10.1109/cjece.2005.1541741","title":"Influence of micromachining on dynamic behaviour of mems structures","year":2005,"lang":"en","type":"article","venue":"Canadian Journal of Electrical and Computer Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"CMC Microsystems","keywords":"Surface micromachining; Microfabrication; Microsystem; Microelectromechanical systems; Microelectronics; Mechanical engineering; Materials science; Bulk micromachining; Field (mathematics); Computer science; Nanotechnology; Electronic engineering; Engineering","score_opus":0.0015182508352913975,"score_gpt":0.16162617040765104,"score_spread":0.16010791957235965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057213849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9686825,0.0009030771,0.030306255,0.000013972219,0.000050638653,0.000020177993,0.0000024231688,0.0000062628746,0.000014660048],"genre_scores_gemma":[0.99598277,0.000028431432,0.0038936776,0.000015671749,0.00006742945,1.3493687e-7,0.0000010086027,0.000009899438,9.811218e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994455,0.000004770109,0.00028674363,0.00005432005,0.00007560806,0.00013305931],"domain_scores_gemma":[0.99964315,0.000032724278,0.00006179348,0.0000571188,0.000058751404,0.00014646028],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004109972,0.00009383942,0.00021121527,0.00034099858,0.000016917502,0.000014044184,0.000101361344,0.000041567542,0.0000042749934],"category_scores_gemma":[0.00000792098,0.00008576295,0.00005702408,0.0001928547,0.000010676619,0.00006353181,0.0000043232903,0.0001682558,7.641134e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020283421,0.0000019384645,0.0010247366,0.000013074792,0.000042230084,0.000004915879,0.00011086558,0.9840941,0.0058180545,0.00015862407,0.000017527116,0.008711937],"study_design_scores_gemma":[0.00018902533,0.0001425497,0.066202424,0.00005934299,0.00004364856,0.000080199665,0.0000016115613,0.9273878,0.005538705,0.000029603858,0.00020099469,0.00012410975],"about_ca_topic_score_codex":0.00007791137,"about_ca_topic_score_gemma":0.00012909225,"teacher_disagreement_score":0.06517769,"about_ca_system_score_codex":0.000053222735,"about_ca_system_score_gemma":0.000030959553,"threshold_uncertainty_score":0.34973115},"labels":[],"label_agreement":null},{"id":"W2057329374","doi":"10.1016/s0022-460x(03)00151-2","title":"Free vibration of completely free coupled orthotropic rectangular plates","year":2003,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Orthotropic material; Vibration; Structural engineering; Materials science; Mathematics; Composite material; Geometry; Physics; Engineering; Acoustics; Finite element method","score_opus":0.007364767292578128,"score_gpt":0.19770537472753805,"score_spread":0.19034060743495992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057329374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70018667,0.000737893,0.2984659,0.000040839022,0.00014682407,0.000045123077,0.0000045049064,0.000011443789,0.00036077487],"genre_scores_gemma":[0.98999476,0.00016458039,0.009716709,0.000017175964,0.00008394334,2.633795e-7,0.000009315732,0.000008990499,0.0000042710813],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993368,0.000027127217,0.00037028384,0.00005302781,0.00014795814,0.00006483195],"domain_scores_gemma":[0.99952626,0.000036456502,0.00017513776,0.00011245564,0.00011474491,0.000034966703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011587098,0.00008069274,0.00018908318,0.000120993966,0.000049327235,0.000048421116,0.00006681028,0.000050513194,0.00005383408],"category_scores_gemma":[0.00005734308,0.00006909767,0.000059333182,0.00014559663,0.000015935868,0.00029679164,0.000006810576,0.00008068075,2.0361794e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009581371,0.00006290446,0.011704923,0.00019575041,0.0004671,0.000009320013,0.0014981678,0.51665825,0.4507458,0.015092801,0.000931793,0.0025373548],"study_design_scores_gemma":[0.003867879,0.0007401116,0.04361483,0.00014988106,0.0004936741,0.00015591722,0.00046521847,0.84288335,0.048824362,0.056573413,0.0016878538,0.0005435322],"about_ca_topic_score_codex":0.0000033009105,"about_ca_topic_score_gemma":0.00002651477,"teacher_disagreement_score":0.40192142,"about_ca_system_score_codex":0.000019497365,"about_ca_system_score_gemma":0.000010867023,"threshold_uncertainty_score":0.2817721},"labels":[],"label_agreement":null},{"id":"W2059139026","doi":"10.1007/s004660000173","title":"A robust methodology for the simulation of postbuckling response of composite plates","year":2000,"lang":"en","type":"article","venue":"Computational Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Buckling; Nonlinear system; Finite element method; Composite number; Structural engineering; Nyström method; Quadrature (astronomy); Deflection (physics); Mathematics; Boundary value problem; Mathematical analysis; Engineering; Physics; Algorithm; Classical mechanics","score_opus":0.040301169747141694,"score_gpt":0.2757991719608894,"score_spread":0.23549800221374767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059139026","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14419591,0.00022012787,0.8552935,0.000038698498,0.00006495851,0.00012752565,0.000021572769,0.000023509027,0.000014182728],"genre_scores_gemma":[0.87513334,0.000013808223,0.124749556,0.000018447203,0.000021639215,0.0000034376453,0.000043023527,0.000010776524,0.000005948958],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99941,0.00006550731,0.00027342484,0.000078974575,0.000102643724,0.000069494345],"domain_scores_gemma":[0.99744916,0.002225573,0.000063600106,0.00008887867,0.00015900473,0.000013775899],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032264317,0.00007270497,0.00016139502,0.00007424408,0.0000511132,0.0000070531464,0.000088739595,0.000044347264,0.000055899476],"category_scores_gemma":[0.000049209495,0.00006088472,0.00008001965,0.00018092805,0.000010771407,0.00003860545,0.000008198613,0.000041851385,6.866295e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023720418,0.0000062984777,0.000004925884,0.000023077328,0.00007785212,1.056418e-7,0.00019876019,0.9868924,0.005143284,0.0017060647,0.000008562006,0.0057014585],"study_design_scores_gemma":[0.00021986404,0.000042688313,0.00031777695,0.000013199097,0.0000648096,0.0000021414564,0.000019011424,0.98994017,0.0028200361,0.0064314664,0.0000724584,0.00005640749],"about_ca_topic_score_codex":0.0000024833082,"about_ca_topic_score_gemma":0.0000014139366,"teacher_disagreement_score":0.7309374,"about_ca_system_score_codex":0.000016721233,"about_ca_system_score_gemma":0.000011504161,"threshold_uncertainty_score":0.24828067},"labels":[],"label_agreement":null},{"id":"W2060804473","doi":"10.1115/1.4023991","title":"Exact Solutions for Free Vibrations and Buckling of Double Tapered Columns With Elastic Foundation and Tip Mass","year":2013,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Boundary value problem; Vibration; Moment of inertia; Timoshenko beam theory; Beam (structure); Buckling; Stiffness; Rotary inertia; Inertia; Natural frequency; Mathematics; Foundation (evidence); Rotation (mathematics); Equations of motion; Power series; Mathematical analysis; Galerkin method; Structural engineering; Bernoulli's principle; Euler's formula; Classical mechanics; Physics; Geometry; Engineering; Finite element method; Law","score_opus":0.007739416696408034,"score_gpt":0.20183700017696696,"score_spread":0.19409758348055892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060804473","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16734944,0.00011620959,0.83216035,0.00015520923,0.000043723678,0.00011746935,0.0000055964115,0.0000076198335,0.000044372424],"genre_scores_gemma":[0.9421312,0.00023360808,0.057511784,0.0000138065325,0.00007262135,0.0000031469306,0.000011457864,0.000008705579,0.0000136428625],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99953645,0.000006805262,0.00024987134,0.000051670533,0.00008218495,0.00007302762],"domain_scores_gemma":[0.99948204,0.00007079888,0.00012707293,0.000051779094,0.00021986617,0.000048432856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006728528,0.00006814382,0.00013427483,0.00009994227,0.00011388436,0.00011357838,0.00002690163,0.00003874776,0.000017882237],"category_scores_gemma":[0.000026147125,0.000056953224,0.000018532408,0.000086708,0.000025457815,0.00036191297,0.000008536659,0.000056927216,9.2044885e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038606406,0.000016471948,0.00065705815,0.00012515875,0.00011643434,2.5744794e-7,0.00031474134,0.7804054,0.21482913,0.000993941,0.00036225078,0.0021405309],"study_design_scores_gemma":[0.000911827,0.00015714097,0.0055917045,0.00004729817,0.00017865263,0.000014135051,0.00017866779,0.9910015,0.0009962016,0.0008045352,0.000040899482,0.000077439116],"about_ca_topic_score_codex":0.0000046439413,"about_ca_topic_score_gemma":0.000020062678,"teacher_disagreement_score":0.77478176,"about_ca_system_score_codex":0.000016151773,"about_ca_system_score_gemma":0.000018089733,"threshold_uncertainty_score":0.23224851},"labels":[],"label_agreement":null},{"id":"W2061286555","doi":"10.1007/s12206-013-0905-1","title":"Exact analysis of resonance frequency and mode shapes of isotropic and laminated composite cylindrical shells; Part I: analytical studies","year":2013,"lang":"en","type":"article","venue":"Journal of Mechanical Science and Technology","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Exact solutions in general relativity; Isotropy; Shell (structure); Vibration; Normal mode; Boundary value problem; Resonance (particle physics); Finite element method; Natural frequency; Mathematical analysis; Mode (computer interface); Numerical analysis; Mathematics; Physics; Geometry; Materials science; Structural engineering; Acoustics; Engineering; Optics; Computer science; Composite material","score_opus":0.008411660777565975,"score_gpt":0.2492971826454865,"score_spread":0.24088552186792053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061286555","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99350476,0.0031852254,0.002803972,0.00039365908,0.000023381841,0.000040959447,0.0000020854131,0.000010686105,0.000035251705],"genre_scores_gemma":[0.9934054,0.0026217566,0.0039479486,0.0000105784275,0.000008610231,5.9061904e-7,2.4990237e-7,0.0000029760643,0.0000018824265],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990054,0.000015892121,0.00045337214,0.00014390079,0.00023944236,0.00014201044],"domain_scores_gemma":[0.9991796,0.00007742464,0.00014902536,0.00009270216,0.00043270725,0.000068553025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024810585,0.00009186219,0.00052561855,0.00071465207,0.00005062433,0.000017951475,0.00015561873,0.00009322114,0.000016235786],"category_scores_gemma":[0.00014594672,0.00006543293,0.00004628518,0.0017821795,0.00045997222,0.00017348884,0.000084383224,0.00015717518,1.0006812e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042407464,0.00015910227,0.036556214,0.00016531811,0.0024594853,0.00002833288,0.00055103964,0.011222294,0.7393007,0.045507528,0.000082638435,0.16392493],"study_design_scores_gemma":[0.00033519982,0.00039401368,0.029785916,0.00007010754,0.0009008652,0.000041236788,0.00025113256,0.9472411,0.0138448365,0.006965254,0.000033051307,0.0001372787],"about_ca_topic_score_codex":0.000011129874,"about_ca_topic_score_gemma":0.000014325251,"teacher_disagreement_score":0.9360188,"about_ca_system_score_codex":0.000026270349,"about_ca_system_score_gemma":0.0000151047425,"threshold_uncertainty_score":0.26682773},"labels":[],"label_agreement":null},{"id":"W2061380804","doi":"10.1115/detc2008-50106","title":"Layer Separation for Optimization of Composite Laminates","year":2008,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Stacking; Sequence (biology); Composite laminates; Convergence (economics); Representation (politics); Variable (mathematics); Layer (electronics); Optimization problem; Composite number; Materials science; Algorithm; Mathematical optimization; Point (geometry); Computer science; Ranging; Composite material; Mathematics; Geometry; Physics","score_opus":0.009764913672179323,"score_gpt":0.23099184920452548,"score_spread":0.22122693553234615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061380804","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09541729,0.0000668848,0.90009457,0.000010971918,0.00004983011,0.00009723853,0.0000038405233,0.00007643682,0.004182946],"genre_scores_gemma":[0.92760706,0.00005534458,0.072023906,0.0000101129635,0.000024777995,0.0000052075566,0.00009450512,0.000009215851,0.00016985575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996892,0.0000041059807,0.00014068013,0.00005732888,0.000051993364,0.000056670942],"domain_scores_gemma":[0.99979883,0.000018933542,0.000021894612,0.00006861504,0.0000780984,0.000013616765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000021297412,0.00005622717,0.00009726959,0.00006138522,0.000037276102,0.000005541726,0.00003309101,0.000030215422,0.00005647944],"category_scores_gemma":[0.0000026359776,0.000051829444,0.00004405214,0.00011884875,0.00000898735,0.00008443053,0.0000038361272,0.000015717913,0.0000010384399],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004003501,0.000004740327,0.00025811864,0.000013442382,0.00002055526,8.731468e-8,0.000086617205,0.98700464,0.0115498975,0.00016970452,0.0006699231,0.00021824961],"study_design_scores_gemma":[0.00014063483,0.000014770682,0.0007160678,0.0000026952168,0.000018522767,0.0000018217149,0.0000049441683,0.9524329,0.046235736,0.000014690704,0.00035845555,0.0000587768],"about_ca_topic_score_codex":0.0000031764846,"about_ca_topic_score_gemma":0.0000041330627,"teacher_disagreement_score":0.8321898,"about_ca_system_score_codex":0.000012142778,"about_ca_system_score_gemma":0.0000027744295,"threshold_uncertainty_score":0.21135433},"labels":[],"label_agreement":null},{"id":"W2062796816","doi":"10.1016/j.tws.2005.11.002","title":"FEM free vibration and buckling analysis of stiffened toroidal shells","year":2006,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Toroid; Structural engineering; Vibration; Finite element method; Buckling; Materials science; Engineering; Physics; Acoustics; Plasma","score_opus":0.0025455716870040074,"score_gpt":0.17675700907318465,"score_spread":0.17421143738618064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062796816","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9704849,0.00088883116,0.026111664,0.000032995777,0.0001252711,0.00010198174,0.00003282348,0.00013558108,0.0020859563],"genre_scores_gemma":[0.99216133,0.000046696186,0.007454682,0.000020181142,0.00011128997,0.0000017998103,0.00014747943,0.000019547046,0.000036962665],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999017,0.000028813802,0.00037234134,0.00020350628,0.00022008685,0.00015824953],"domain_scores_gemma":[0.99943376,0.000056076737,0.000088522,0.00031353594,0.00006623844,0.00004189145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007298024,0.00019056108,0.0004086779,0.00036060656,0.000078272526,0.0000698007,0.00015414921,0.00010823087,0.00022771879],"category_scores_gemma":[0.00001537388,0.00017097006,0.00013789975,0.00057859777,0.000032364936,0.00012325816,0.000040156086,0.00010313114,3.9521862e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001614358,0.0000042604406,0.0011041093,0.000026860109,0.00062381825,0.0000011779066,0.0004174393,0.94567704,0.04887211,0.0020795166,0.00019384628,0.0009836847],"study_design_scores_gemma":[0.00051986106,0.000022795228,0.13436443,0.000008374923,0.001452418,0.0000020532034,0.00006695387,0.83391905,0.022347901,0.0068909475,0.00009742979,0.00030779894],"about_ca_topic_score_codex":0.00023386687,"about_ca_topic_score_gemma":0.0006848459,"teacher_disagreement_score":0.13326031,"about_ca_system_score_codex":0.00003464761,"about_ca_system_score_gemma":0.000007132169,"threshold_uncertainty_score":0.69719565},"labels":[],"label_agreement":null},{"id":"W2063372140","doi":"10.1016/j.compstruct.2005.11.035","title":"Progressive failure analysis of thick composite plates using the spline finite strip method","year":2006,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de la Défense Nationale","keywords":"Finite element method; Finite strip method; Structural engineering; Materials science; Boundary value problem; Spline (mechanical); Transverse plane; Stiffness; Constitutive equation; Stress (linguistics); Mathematical analysis; Mathematics; Composite material; Engineering","score_opus":0.00726560107547838,"score_gpt":0.25409811289882706,"score_spread":0.24683251182334867,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063372140","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63787836,0.0023545295,0.35834238,0.0000747215,0.00019088307,0.00032301777,0.00016499026,0.00019993441,0.0004711951],"genre_scores_gemma":[0.93087345,0.000012976821,0.06837105,0.000037044985,0.00018776214,0.00000452542,0.00045768305,0.000041840904,0.000013650265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981044,0.00012861517,0.0006781477,0.00035139485,0.0003921613,0.00034529518],"domain_scores_gemma":[0.99857485,0.0002733671,0.00028097993,0.0005833352,0.00022354371,0.00006392692],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001423055,0.00040417595,0.00074770284,0.00059399,0.00026591768,0.0001571941,0.00045243138,0.00016921369,0.00012980941],"category_scores_gemma":[0.000009110566,0.0002900697,0.00044348446,0.0021253359,0.000120141456,0.00013881708,0.000096408854,0.00032723436,8.473244e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022139524,0.000012403316,0.0044268635,0.000041155905,0.0016331214,0.000008652849,0.00019757025,0.92723244,0.06504651,0.0007348936,0.00011068633,0.000533573],"study_design_scores_gemma":[0.00027644023,0.000018996157,0.023641186,0.00002846873,0.0030249539,0.000022855633,0.000047807902,0.94130534,0.029757446,0.0012739627,0.00026996186,0.00033256717],"about_ca_topic_score_codex":0.00018782096,"about_ca_topic_score_gemma":0.00012587817,"teacher_disagreement_score":0.2929951,"about_ca_system_score_codex":0.000066897424,"about_ca_system_score_gemma":0.000016225244,"threshold_uncertainty_score":0.9999551},"labels":[],"label_agreement":null},{"id":"W2063968613","doi":"10.1016/s0895-7177(00)00302-2","title":"Assessment of beam modeling methods for rotor blade applications","year":2001,"lang":"en","type":"article","venue":"Mathematical and Computer Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":138,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Benchmark (surveying); Computer science; Extant taxon; Notation; Blade (archaeology); Rotor (electric); Fidelity; Management science; Mathematics; Mechanical engineering; Engineering","score_opus":0.020852606379716452,"score_gpt":0.30083645102776047,"score_spread":0.279983844648044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063968613","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008330172,0.000120527635,0.99092823,0.00000862421,0.00001704111,0.00024279536,0.0000013678035,0.000055667573,0.00029556258],"genre_scores_gemma":[0.30165902,0.000039758226,0.6981721,0.0000075254447,0.000054936878,0.00004599333,0.000005320766,0.000009761652,0.000005604722],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994698,0.000007719722,0.00025216004,0.0001148747,0.000056020763,0.000099402656],"domain_scores_gemma":[0.9997005,0.00007681257,0.000022693026,0.00011585029,0.00004454697,0.000039623268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000116521696,0.00008839042,0.00020310275,0.00004981864,0.000045634664,0.000027428767,0.000062870786,0.00003653755,0.000007700626],"category_scores_gemma":[6.444116e-7,0.00007675748,0.00006417033,0.000082825696,0.000008265133,0.000042228163,0.000020514426,0.000047826295,2.779204e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[7.760769e-7,0.0000144283495,0.000005084567,0.00011001176,0.000031922464,4.1101107e-8,0.000065082546,0.96958846,0.00023896345,0.017595742,0.0000014447638,0.012348017],"study_design_scores_gemma":[0.000088778,0.000011824151,0.0000018782986,0.000021967295,0.000047645677,0.000002458556,0.00000631869,0.9690969,0.00012294471,0.030401064,0.000116632844,0.00008157328],"about_ca_topic_score_codex":7.9432203e-7,"about_ca_topic_score_gemma":1.4031298e-7,"teacher_disagreement_score":0.29332882,"about_ca_system_score_codex":0.00001066846,"about_ca_system_score_gemma":0.0000030756075,"threshold_uncertainty_score":0.31300795},"labels":[],"label_agreement":null},{"id":"W2064391617","doi":"10.1142/s0219455405001532","title":"FREE VIBRATION OF AN ORTHOTROPIC HOLLOW BODY OF REVOLUTION","year":2005,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Orthotropic material; Vibration; Elasticity (physics); Cylinder; Quadrature (astronomy); Mathematical analysis; Mathematics; Structural engineering; Materials science; Geometry; Composite material; Physics; Engineering; Acoustics; Optics; Finite element method","score_opus":0.0035871764154360147,"score_gpt":0.21138906827380197,"score_spread":0.20780189185836595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064391617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9709863,0.00015668773,0.028360507,0.00010180151,0.00022116477,0.000034530432,0.00006171944,0.0000069756234,0.000070309965],"genre_scores_gemma":[0.98904085,0.000073525865,0.010725021,0.0000060692682,0.00011954174,1.5758442e-7,0.000028589651,0.00000502658,0.0000011871933],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999099,0.00002358804,0.0004967564,0.00006403742,0.00026137065,0.00005525787],"domain_scores_gemma":[0.9991999,0.000024547864,0.0002308622,0.00010360409,0.00040366815,0.000037398215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000105468454,0.00007665502,0.00017713409,0.00011363789,0.00001826811,0.000017641056,0.00017370908,0.000047957874,0.00005254957],"category_scores_gemma":[0.000037973077,0.000065991946,0.000077876015,0.00007772976,0.00004685505,0.00046258332,0.000022985296,0.0000955201,3.505299e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035716424,0.000064143336,0.060915243,0.00011932629,0.00048468608,0.0000036834851,0.0009341742,0.794788,0.073250785,0.0080394,0.000013831849,0.061029527],"study_design_scores_gemma":[0.0004129951,0.00008863207,0.16140322,0.000019795565,0.00004245867,0.000027018239,0.000059064172,0.8295685,0.005878287,0.0024163702,0.000013953866,0.000069701964],"about_ca_topic_score_codex":0.000025040881,"about_ca_topic_score_gemma":0.00026175412,"teacher_disagreement_score":0.10048798,"about_ca_system_score_codex":0.00011512694,"about_ca_system_score_gemma":0.000015334763,"threshold_uncertainty_score":0.26910734},"labels":[],"label_agreement":null},{"id":"W2064753074","doi":"10.1177/0021998313501919","title":"On the torsional stiffness of thick laminated plates","year":2013,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Materials science; Stiffness; Composite material; Shear (geology); Aspect ratio (aeronautics); Structural engineering","score_opus":0.004006125226287469,"score_gpt":0.1835829424123241,"score_spread":0.17957681718603663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064753074","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99812514,0.00009428417,0.0007320561,0.0001834739,0.0004364835,0.00007122095,0.000006857868,0.000011974372,0.0003385379],"genre_scores_gemma":[0.99937993,0.000033520584,0.00041566294,0.00004237771,0.000089331785,0.000001100614,0.000005550589,0.000012056713,0.00002046257],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99913925,0.000057600813,0.00046330204,0.000043642125,0.00020826254,0.00008793405],"domain_scores_gemma":[0.99928397,0.00015382671,0.00021457055,0.000109401066,0.00020612974,0.000032114014],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017368267,0.00010250713,0.00027506254,0.00010289206,0.00003817328,0.00007699106,0.0001813523,0.00004550247,0.0011010276],"category_scores_gemma":[0.000015604122,0.00005962501,0.0000745459,0.000087867425,0.000021857028,0.00011492337,0.000018635528,0.000081673046,0.000012656488],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031742202,0.000015202612,0.000030097932,0.000018487961,0.00010762277,0.0000017335226,0.000117150375,0.06633794,0.9309754,0.00052156503,0.0013376785,0.00050540734],"study_design_scores_gemma":[0.0004294469,0.000105378145,0.032924753,0.00020343486,0.000103824554,0.000038299106,0.000035824414,0.0111897485,0.95232445,0.0021536213,0.00032385672,0.0001673754],"about_ca_topic_score_codex":0.000009793721,"about_ca_topic_score_gemma":5.0714715e-7,"teacher_disagreement_score":0.05514819,"about_ca_system_score_codex":0.000022209055,"about_ca_system_score_gemma":0.0000067964297,"threshold_uncertainty_score":0.9998121},"labels":[],"label_agreement":null},{"id":"W2064923357","doi":"10.1115/1.4025529","title":"Multiphysics of Multilayered and Functionally Graded Cylinders Under Prescribed Hygrothermomagnetoelectromechanical Loading","year":2013,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Multiphysics; Cylinder; Materials science; Mechanics; Rotational symmetry; Steady state (chemistry); Composite material; Finite element method; Geometry; Physics; Mathematics; Thermodynamics","score_opus":0.004393874522204083,"score_gpt":0.16654323704520346,"score_spread":0.16214936252299939,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064923357","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37917054,0.000181262,0.61982524,0.000034171095,0.00019203647,0.00023625711,0.0000019309034,0.00003681371,0.0003217363],"genre_scores_gemma":[0.9823932,0.000095657764,0.017356576,0.00003475465,0.0000807092,0.0000036711535,0.0000019290505,0.000028664765,0.000004842079],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990353,0.000011385095,0.00045518187,0.00010145891,0.0002415126,0.00015513839],"domain_scores_gemma":[0.9993917,0.00005167082,0.0002049538,0.000110587534,0.0001531835,0.000087911765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010958742,0.00014957586,0.00031971245,0.00014132884,0.000034147426,0.000032007876,0.000110350404,0.000095930634,0.00006664486],"category_scores_gemma":[0.000006627041,0.00013196452,0.00010487451,0.00018135822,0.000010017709,0.00012935931,0.000020781648,0.00021495065,0.0000016469801],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049437385,0.000027065536,0.0000021571018,0.000034479708,0.00020114004,7.3263317e-7,0.00015009117,0.18798184,0.79410344,0.007865069,0.000056700585,0.009527846],"study_design_scores_gemma":[0.0011508606,0.00015356787,0.00020418385,0.000023076333,0.00017294574,0.000019907364,0.00020476262,0.9020215,0.075380355,0.020440808,0.00003239267,0.00019559334],"about_ca_topic_score_codex":0.0000039404804,"about_ca_topic_score_gemma":0.0000031740951,"teacher_disagreement_score":0.71872306,"about_ca_system_score_codex":0.00005200535,"about_ca_system_score_gemma":0.000016341934,"threshold_uncertainty_score":0.5381357},"labels":[],"label_agreement":null},{"id":"W2065555156","doi":"10.1016/j.compstruct.2013.07.059","title":"Optimization of variable stiffness composites with embedded defects induced by Automated Fiber Placement","year":2013,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":161,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Consortium de Recherche et d’innovation en Aérospatiale au Québec","keywords":"Stiffness; Materials science; Buckling; Fiber; Structural engineering; Composite material; Work (physics); Composite number; Mechanical engineering; Engineering","score_opus":0.00354447984417338,"score_gpt":0.19419638488571275,"score_spread":0.19065190504153937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065555156","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9370705,0.00028528032,0.05849827,0.000013606702,0.000147718,0.00058028527,0.000037786725,0.00078274036,0.0025838085],"genre_scores_gemma":[0.9516155,0.000009546534,0.047685854,0.000037257436,0.00003550616,0.000025710558,0.0004907885,0.000058830665,0.000040995885],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986333,0.00005268921,0.00041810094,0.0002880894,0.00030594767,0.00030182648],"domain_scores_gemma":[0.9990772,0.00006119815,0.00014362403,0.00035966805,0.00024481624,0.000113477654],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00003814645,0.00035176036,0.00044198765,0.00019161068,0.00012188316,0.00013782724,0.00023631334,0.00013450049,0.000914378],"category_scores_gemma":[0.0000049732967,0.00029113406,0.000063491825,0.0005716827,0.00004843518,0.00026660168,0.000049006612,0.00015639521,0.000008218678],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023923476,0.00001536801,0.00019877867,0.00006924336,0.0001774482,4.7311255e-7,0.000113709335,0.7397356,0.25785854,0.00006505318,0.0014537321,0.00028810347],"study_design_scores_gemma":[0.0008382584,0.00008660406,0.0051811053,0.000060351333,0.00016588763,0.000008756491,0.000027715318,0.91456074,0.07848576,0.00008641811,0.00007878387,0.00041964065],"about_ca_topic_score_codex":0.00009042322,"about_ca_topic_score_gemma":0.000004064129,"teacher_disagreement_score":0.17937277,"about_ca_system_score_codex":0.00007267296,"about_ca_system_score_gemma":0.000018019773,"threshold_uncertainty_score":0.9999989},"labels":[],"label_agreement":null},{"id":"W2065561919","doi":"10.1007/s00707-011-0471-5","title":"Out-of-plane stresses in composite shell panels: layerwise and elasticity solutions","year":2011,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Elasticity (physics); Solid mechanics; Shell (structure); Boundary value problem; Discretization; Fourier series; Materials science; Displacement field; Linear elasticity; Composite number; Plane stress; Structural engineering; Mathematical analysis; Geometry; Mathematics; Composite material; Finite element method; Engineering","score_opus":0.024669846769444087,"score_gpt":0.201995916700691,"score_spread":0.17732606993124692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065561919","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.951764,0.0005350156,0.04199924,0.00003492958,0.00031497216,0.00017746181,0.00004968821,0.00014834943,0.0049763825],"genre_scores_gemma":[0.99697095,0.00022036479,0.00274896,0.000007777225,0.000016009215,0.0000024659219,0.000015586655,0.000010784497,0.0000071003265],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948996,0.000017026532,0.00018186349,0.00011097062,0.00006400335,0.00013619299],"domain_scores_gemma":[0.9997253,0.000040280476,0.00003096107,0.0001392861,0.000022755987,0.000041409832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004917993,0.00009376681,0.00016457855,0.0000885165,0.000027898244,0.000009995683,0.0000842775,0.000052909916,0.00011976758],"category_scores_gemma":[0.000010087794,0.00009105214,0.000026921394,0.00012007639,0.000012017096,0.000081107304,0.000038945072,0.000083297746,0.0000028346778],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008112192,0.0002102311,0.0039679683,0.00024553578,0.0003387589,0.000022664537,0.0042703818,0.027274987,0.94930744,0.0055147083,0.0003641529,0.00840204],"study_design_scores_gemma":[0.0013695603,0.0002451284,0.057449292,0.0002468334,0.00047264135,0.000015904261,0.0003286922,0.63549197,0.2982679,0.004032067,0.0011221897,0.0009578112],"about_ca_topic_score_codex":0.00007570471,"about_ca_topic_score_gemma":0.0003026401,"teacher_disagreement_score":0.65103954,"about_ca_system_score_codex":0.000014337658,"about_ca_system_score_gemma":0.0000046390937,"threshold_uncertainty_score":0.37129983},"labels":[],"label_agreement":null},{"id":"W2065752210","doi":"10.1007/s00158-001-0167-x","title":"A finite element optimization technique to determine critical imperfections of shell structures","year":2001,"lang":"en","type":"article","venue":"Structural and Multidisciplinary Optimization","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Buckling; Finite element method; Structural engineering; Shell (structure); Parametric statistics; Critical load; Conical surface; Nonlinear system; Cylinder; Genetic algorithm; Stability (learning theory); Hydrostatic pressure; Engineering; Mathematics; Geometry; Mathematical optimization; Computer science; Mechanics; Mechanical engineering; Physics","score_opus":0.00823460788167437,"score_gpt":0.25666006591305124,"score_spread":0.24842545803137686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065752210","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0693911,0.00014854332,0.9290568,0.00011432668,0.00025560654,0.00047528557,0.00003583435,0.00016336775,0.00035909834],"genre_scores_gemma":[0.7616178,0.00020072777,0.23784976,0.000014263987,0.000089619156,0.00003477386,0.0001438102,0.000028696686,0.000020579779],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99877626,0.00003564748,0.00045880798,0.00030285554,0.00017687601,0.00024958092],"domain_scores_gemma":[0.9993352,0.00006758903,0.000061550614,0.00021740887,0.00017824292,0.0001399587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000069718735,0.0002642198,0.00028615314,0.00031329985,0.00025024667,0.00005474162,0.00010980744,0.00011839626,0.00025622555],"category_scores_gemma":[0.00004772708,0.00023692985,0.00007609861,0.0005693509,0.00006295269,0.00036040452,0.00008812913,0.00011848938,6.851983e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039995157,0.000007758114,0.0007455325,0.00006778292,0.000027777342,0.0000022926574,0.00031025257,0.99179757,0.0045954385,0.00022953398,0.000011604538,0.0021644763],"study_design_scores_gemma":[0.00026658305,0.00013427915,0.0024978665,0.00003224037,0.000110029316,0.00004537698,0.000082144725,0.9935839,0.0025850388,0.00035622605,0.000027922804,0.00027834577],"about_ca_topic_score_codex":0.000014448212,"about_ca_topic_score_gemma":0.000015765547,"teacher_disagreement_score":0.69222665,"about_ca_system_score_codex":0.000059822785,"about_ca_system_score_gemma":0.0000114570075,"threshold_uncertainty_score":0.96617186},"labels":[],"label_agreement":null},{"id":"W2065785480","doi":"10.1142/s0219455403000987","title":"Blending Functions for Vibration Analysis of a Cylindrical Shell with an Oblique End","year":2003,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Oblique case; Shell (structure); Vibration; Trigonometry; Parametric statistics; Quadrature (astronomy); Finite element method; Mathematical analysis; Domain (mathematical analysis); Square (algebra); Mathematics; Convergence (economics); Trigonometric functions; Structural engineering; Geometry; Physics; Materials science; Engineering; Acoustics; Optics","score_opus":0.006328984008038443,"score_gpt":0.22841736972777998,"score_spread":0.22208838571974154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065785480","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6739673,0.0000352012,0.3256483,0.000029656987,0.00012893771,0.00004123893,0.0000599844,0.000005867317,0.00008349207],"genre_scores_gemma":[0.9856589,0.000018207757,0.014174478,0.00000811503,0.000038102575,9.264502e-7,0.00009287191,0.0000063335483,0.0000020545997],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922884,0.000027607688,0.00037496816,0.00009320509,0.00020264952,0.00007273747],"domain_scores_gemma":[0.9991755,0.000085728214,0.00015642005,0.000071781615,0.00045667897,0.000053880398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014822914,0.00009130115,0.00022323013,0.00028066125,0.000041708427,0.00005146632,0.00008862806,0.00004653197,0.000074783115],"category_scores_gemma":[0.000036515547,0.000071099974,0.00011826826,0.00027125166,0.000039327653,0.00032791577,0.000006387428,0.00009409061,1.9416115e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021488778,0.00002271352,0.048123453,0.00002243771,0.0017299564,0.0000015332236,0.0003613344,0.93212104,0.00207128,0.010658122,0.0000011662438,0.0046720896],"study_design_scores_gemma":[0.00034890923,0.00015178113,0.03889491,0.00000765782,0.0005386277,0.000028741448,0.00022985449,0.9574413,0.0007422348,0.0015014791,0.000023767003,0.00009076183],"about_ca_topic_score_codex":0.000012578635,"about_ca_topic_score_gemma":0.0004773912,"teacher_disagreement_score":0.31169158,"about_ca_system_score_codex":0.00012547919,"about_ca_system_score_gemma":0.000024579294,"threshold_uncertainty_score":0.2899373},"labels":[],"label_agreement":null},{"id":"W2066674120","doi":"10.1007/s11012-006-0003-x","title":"Torsional Vibrations of Functionally Graded Finite Cylinders","year":2006,"lang":"en","type":"article","venue":"Meccanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Vibration; Moduli; Shear (geology); Materials science; Torsional vibration; Mathematical analysis; Mathematics; Physics; Composite material; Acoustics","score_opus":0.0030514719603089474,"score_gpt":0.15944389258595154,"score_spread":0.1563924206256426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066674120","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26680732,0.00062080735,0.63674283,0.0005481256,0.0010713723,0.00026413254,0.00006865409,0.00047150292,0.09340523],"genre_scores_gemma":[0.9963086,0.000007811243,0.003272142,0.00002170029,0.00009881672,0.0000025385789,0.000113616275,0.000009193488,0.00016556095],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995582,0.000007531271,0.00017257773,0.000072258284,0.00011847896,0.00007091846],"domain_scores_gemma":[0.99978113,0.000034693596,0.000025098861,0.0001003371,0.000039958588,0.00001878573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00002648777,0.00006281873,0.00008931138,0.000063599546,0.000037899918,0.000010797781,0.000052840118,0.000034658482,0.00045353436],"category_scores_gemma":[0.000005139978,0.00006077918,0.000064879,0.00018643455,0.000011747716,0.00005353831,0.000007858144,0.00004520498,0.000007819509],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003300022,0.000012312712,0.00041615794,0.000006798827,0.00003336671,3.275214e-7,0.000017864473,0.9772377,0.013880491,0.005486712,0.0026374992,0.00026747127],"study_design_scores_gemma":[0.0006352405,0.00005195351,0.06870927,0.000021129088,0.0001490101,0.00000402525,0.000029152423,0.8835686,0.017806297,0.0062117223,0.022443142,0.00037045797],"about_ca_topic_score_codex":0.0000297015,"about_ca_topic_score_gemma":0.00010714304,"teacher_disagreement_score":0.7295013,"about_ca_system_score_codex":0.000021979888,"about_ca_system_score_gemma":0.000012446666,"threshold_uncertainty_score":0.49658835},"labels":[],"label_agreement":null},{"id":"W2066974776","doi":"10.1115/detc2012-71553","title":"Large Amplitude Vibration Analysis of Shear Deformable FGM Cylindrical Shell","year":2012,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Vibration; Dimensionless quantity; Galerkin method; Shell (structure); Stiffness; Mechanics; Parametric statistics; Energy balance; Amplitude; Ode; Natural frequency; Materials science; Structural engineering; Physics; Mathematical analysis; Acoustics; Mathematics; Finite element method; Engineering; Composite material; Thermodynamics; Optics","score_opus":0.00570114060606997,"score_gpt":0.21449900903823846,"score_spread":0.2087978684321685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066974776","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18183662,0.00019248207,0.8039914,0.000009703883,0.000072337854,0.000046108584,0.000007192805,0.00008142925,0.0137627395],"genre_scores_gemma":[0.9931343,0.000023073742,0.0065654544,0.000030102707,0.00004676734,0.0000016697966,0.00011663907,0.000008415943,0.00007353149],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993894,0.000010688102,0.00022481395,0.00006797463,0.0001229572,0.00018415887],"domain_scores_gemma":[0.9997035,0.000015639203,0.00002652195,0.00016004051,0.000035056695,0.000059202877],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000102014346,0.00008037033,0.00020598933,0.00023960457,0.000029983978,0.000017524495,0.000055831144,0.000052138163,0.00090398215],"category_scores_gemma":[0.0000040221944,0.000067565335,0.00013875104,0.0008471005,0.0000052195187,0.00023765565,0.000016467915,0.000049243226,0.000013662836],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030444915,0.00003226888,0.018346515,0.000012822692,0.00068122044,8.130255e-8,0.00038358688,0.97236395,0.0040044836,0.0035959468,0.00013392068,0.00044217214],"study_design_scores_gemma":[0.000079414174,0.000005967697,0.052414004,0.000001149842,0.00060880167,2.938864e-7,0.000029133063,0.94199777,0.0033426231,0.000015006583,0.0014173943,0.00008841624],"about_ca_topic_score_codex":0.000019120416,"about_ca_topic_score_gemma":0.00004584195,"teacher_disagreement_score":0.8112977,"about_ca_system_score_codex":0.00003081248,"about_ca_system_score_gemma":0.0000025562292,"threshold_uncertainty_score":0.98979706},"labels":[],"label_agreement":null},{"id":"W2067589250","doi":"10.1016/j.jsv.2005.02.031","title":"Nonlinear free vibration behavior of functionally graded plates","year":2005,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":176,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Nonlinear system; Vibration; Material properties; Functionally graded material; Boundary value problem; Deflection (physics); Materials science; Fourier series; Plate theory; Volume fraction; Fundamental frequency; Transverse plane; Mechanics; Structural engineering; Composite material; Mathematical analysis; Mathematics; Physics; Classical mechanics; Engineering; Acoustics","score_opus":0.006726296958083414,"score_gpt":0.20692601097821112,"score_spread":0.2001997140201277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067589250","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9142034,0.00031803403,0.085091814,0.00010514123,0.00012292614,0.0000384668,0.000004148886,0.000011374235,0.000104668215],"genre_scores_gemma":[0.98588,0.00010069291,0.01358799,0.00002244378,0.0003741467,4.1092392e-7,0.00001845285,0.000007000888,0.000008866419],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994416,0.000008920266,0.00032376766,0.000041865307,0.00013728102,0.0000465436],"domain_scores_gemma":[0.99965453,0.000018768216,0.00013513122,0.000054999895,0.00010697708,0.000029576748],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007259814,0.00006367145,0.00012234262,0.00011821576,0.000037562368,0.000039683087,0.000042410626,0.000045161854,0.0000481066],"category_scores_gemma":[0.000010222773,0.000054182947,0.000053814754,0.00009539271,0.000011674251,0.00045006585,0.000005973251,0.00007186956,5.253559e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009002303,0.0001246902,0.009198245,0.00006546929,0.00021066931,0.000002519534,0.000920989,0.6028813,0.36589807,0.0011199279,0.0006167303,0.018871376],"study_design_scores_gemma":[0.002324369,0.00053880556,0.08854035,0.000074168456,0.0005899028,0.00014773068,0.0002447216,0.78864944,0.11316808,0.003699307,0.0016280281,0.00039508688],"about_ca_topic_score_codex":0.0000011780807,"about_ca_topic_score_gemma":0.000018205603,"teacher_disagreement_score":0.25272998,"about_ca_system_score_codex":0.000019257162,"about_ca_system_score_gemma":0.000008842696,"threshold_uncertainty_score":0.22095165},"labels":[],"label_agreement":null},{"id":"W2067977761","doi":"10.1016/j.compstruct.2012.05.019","title":"Nonlinear vibrations of angle-ply laminated circular cylindrical shells: Skewed modes","year":2012,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Vibration; Nonlinear system; Bifurcation; Equations of motion; Dissipation; Boundary value problem; Mechanics; Mathematical analysis; Classical mechanics; Physics; Mathematics; Geometry; Acoustics","score_opus":0.00798412171600999,"score_gpt":0.22008108839049514,"score_spread":0.21209696667448516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067977761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8957271,0.0020902997,0.09556203,0.00002678894,0.00039516253,0.0002083332,0.000064695014,0.00027427246,0.005651308],"genre_scores_gemma":[0.97393554,0.000040934458,0.02544784,0.000032379743,0.0002488541,0.0000038449816,0.00023513973,0.000038838607,0.000016640019],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886745,0.000046522167,0.0003807994,0.00016949915,0.00023073892,0.000304959],"domain_scores_gemma":[0.9993091,0.00004834241,0.00007276926,0.00033714648,0.00010634103,0.00012628312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000060738177,0.00023782972,0.000339875,0.00020909465,0.00010171897,0.000044627242,0.00020985311,0.00013453558,0.00020949649],"category_scores_gemma":[0.00001178422,0.00021875404,0.00015587418,0.00044728292,0.000059643826,0.00022829355,0.00004553292,0.00017791327,0.0000064788337],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021519007,0.00006938573,0.006228202,0.0001351532,0.00036347788,0.0000030790761,0.0007822124,0.4689903,0.5155916,0.0031573588,0.00033954318,0.004318163],"study_design_scores_gemma":[0.00054181815,0.000050722014,0.04486569,0.000032072232,0.00031361263,0.00003065304,0.00005938139,0.677173,0.27363247,0.00074144936,0.0019838007,0.00057533866],"about_ca_topic_score_codex":0.000012665199,"about_ca_topic_score_gemma":0.0000040577875,"teacher_disagreement_score":0.24195914,"about_ca_system_score_codex":0.00004072121,"about_ca_system_score_gemma":0.00001044764,"threshold_uncertainty_score":0.89205307},"labels":[],"label_agreement":null},{"id":"W2068152952","doi":"10.1007/s00158-004-0491-z","title":"Shape optimization of stiffeners in stiffened composite plates with thermal residual stresses","year":2005,"lang":"en","type":"article","venue":"Structural and Multidisciplinary Optimization","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Asymptote; Finite element method; Structural engineering; Residual stress; Residual; Thermal; Composite number; Materials science; Natural frequency; Dispersion (optics); Engineering design process; Composite material; Engineering; Mathematics; Mechanical engineering; Geometry; Acoustics; Vibration; Algorithm","score_opus":0.004825126226740523,"score_gpt":0.20868660408606612,"score_spread":0.2038614778593256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068152952","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97911286,0.00041734125,0.019743491,0.000090900954,0.00006586174,0.00023462925,0.00002777359,0.00010055452,0.00020658979],"genre_scores_gemma":[0.8869843,0.0001984933,0.11234825,0.0000058119826,0.000074326446,0.0000069641037,0.00034075926,0.000030271862,0.000010856883],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891275,0.000034884353,0.00039115694,0.00026475478,0.00018209999,0.00021435146],"domain_scores_gemma":[0.99954957,0.000042271076,0.00010262334,0.00014718363,0.00009257795,0.00006576902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000049595463,0.00025859885,0.0003008994,0.00024391543,0.00012634619,0.000046600126,0.000102888065,0.00009900257,0.00011665852],"category_scores_gemma":[0.000005286748,0.00020646019,0.000033602108,0.0003816737,0.000082163584,0.00048472022,0.00004937568,0.00011750167,2.7449278e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014106545,0.000011571139,0.0060795816,0.00007091304,0.000044795994,0.0000025750492,0.0006824796,0.9849498,0.0026072217,0.000031102365,0.0000032914443,0.005375596],"study_design_scores_gemma":[0.0009162108,0.00006735645,0.03443485,0.00006886091,0.00007563454,0.000010517105,0.00014693069,0.96156085,0.0024489586,0.000011511738,0.0000015367019,0.00025680478],"about_ca_topic_score_codex":0.000019789913,"about_ca_topic_score_gemma":0.000093640236,"teacher_disagreement_score":0.092604764,"about_ca_system_score_codex":0.00005227837,"about_ca_system_score_gemma":0.00001380539,"threshold_uncertainty_score":0.8419202},"labels":[],"label_agreement":null},{"id":"W2068164644","doi":"10.1007/s00158-008-0291-y","title":"Uniform strength for large deflections of cantilever beams under end point load","year":2008,"lang":"en","type":"article","venue":"Structural and Multidisciplinary Optimization","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Saint Mary's University","funders":"","keywords":"Cantilever; Beam (structure); Structural engineering; Constant (computer programming); Bending; Point (geometry); Materials science; Mechanics; Mathematics; Physics; Geometry; Engineering; Computer science","score_opus":0.008921715777426276,"score_gpt":0.23419908963217517,"score_spread":0.22527737385474889,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068164644","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5237282,0.0002996171,0.47408795,0.000057129004,0.00033825915,0.00036824823,0.00015875863,0.00012423884,0.0008376055],"genre_scores_gemma":[0.9467104,0.00026313125,0.052454073,0.000007247957,0.00007208122,0.000009713287,0.00033262876,0.000022943494,0.00012775234],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918556,0.000010180449,0.00028244522,0.00018911883,0.0001352619,0.00019745085],"domain_scores_gemma":[0.99954975,0.000032560936,0.00006644053,0.00013070225,0.00015691594,0.00006365833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004424938,0.00017601317,0.00021307998,0.00010446392,0.00036039716,0.000015096434,0.000059454705,0.00008336507,0.00011613727],"category_scores_gemma":[0.000008204045,0.0001522274,0.000084074825,0.00021286454,0.000045125864,0.00020593207,0.00003781695,0.0000727628,3.116509e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026621268,0.000008907146,0.00058677746,0.000056782897,0.00005802023,5.28817e-7,0.000707536,0.9968792,0.00072228257,0.0004565783,0.000082636165,0.00041411855],"study_design_scores_gemma":[0.0006996541,0.0000592882,0.008645793,0.000012469712,0.000099678764,0.000026669011,0.0002342302,0.98826057,0.0013431074,0.00036869876,0.000052160733,0.00019765402],"about_ca_topic_score_codex":0.00002388783,"about_ca_topic_score_gemma":0.000114721886,"teacher_disagreement_score":0.42298225,"about_ca_system_score_codex":0.00007448398,"about_ca_system_score_gemma":0.000028248973,"threshold_uncertainty_score":0.6207653},"labels":[],"label_agreement":null},{"id":"W2068748067","doi":"10.4028/www.scientific.net/amm.357-360.972","title":"The Research of Discrete Optimum Design of Composite Laminate Materials Using Lamination Parameters","year":2013,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Lamination; Stiffness; Composite number; Structural engineering; Materials science; Computer science; Composite material; Engineering","score_opus":0.025558323257678425,"score_gpt":0.2575423498253894,"score_spread":0.231984026567711,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068748067","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6630248,0.000069243084,0.3361334,0.000012826524,0.00015447398,0.000503725,0.000019816085,0.000019797208,0.0000619799],"genre_scores_gemma":[0.96294314,0.0003224463,0.036634833,0.0000029918915,0.000018209266,0.00003146748,0.000019690417,0.000021086847,0.000006136655],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99905276,0.00008894184,0.00037957585,0.00012329886,0.0001730037,0.00018243847],"domain_scores_gemma":[0.99943066,0.00012146003,0.00011084631,0.00018864775,0.00012038419,0.000028012899],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075392064,0.000113019414,0.00026866412,0.00009532487,0.00010443234,0.00011465743,0.00012160426,0.000067947614,0.00003176288],"category_scores_gemma":[0.000009443431,0.00008306999,0.000018542607,0.00014455733,0.0000319507,0.00006835453,0.000066479915,0.00003844017,0.0000016025501],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018332503,0.0000034985285,1.8064455e-7,0.00006805601,0.000042400683,1.0908717e-7,0.000101909245,0.015217214,0.95770466,0.026007954,0.000014845477,0.0008208165],"study_design_scores_gemma":[0.00013859892,0.000028981307,0.000028951494,0.000026272503,0.000039370945,0.0000012088188,0.0000875572,0.04549006,0.93783724,0.0162239,0.0000087066,0.00008911899],"about_ca_topic_score_codex":0.000079404395,"about_ca_topic_score_gemma":0.0000013069456,"teacher_disagreement_score":0.29991838,"about_ca_system_score_codex":0.000019650468,"about_ca_system_score_gemma":0.0000061515198,"threshold_uncertainty_score":0.33874956},"labels":[],"label_agreement":null},{"id":"W2068890635","doi":"10.1016/j.compstruc.2010.09.008","title":"Modeling thick composite laminate and sandwich structures with linear viscoelastic damping","year":2011,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; National Research Council Canada","funders":"","keywords":"Orthotropic material; Viscoelasticity; Finite element method; Materials science; Boundary value problem; Shearing (physics); Composite number; Composite material; Structural engineering; Mathematical analysis; Mathematics; Engineering","score_opus":0.009475692044789404,"score_gpt":0.19317577773338349,"score_spread":0.18370008568859408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068890635","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56132567,0.0005263467,0.43714643,0.00000782928,0.0002472316,0.000113893824,0.00000508356,0.0002282214,0.00039931014],"genre_scores_gemma":[0.92181456,0.000059654758,0.07781307,0.00007014448,0.00015147259,0.0000026053199,0.000032450724,0.000051742943,0.0000043342075],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987695,0.00003368475,0.00029474375,0.00037068586,0.00020578117,0.00032556374],"domain_scores_gemma":[0.999413,0.00003426761,0.0000515558,0.00029547137,0.000079698286,0.00012598299],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000048140326,0.00036935782,0.00037325043,0.00020690865,0.00019649361,0.00011700922,0.00023695521,0.000111313486,0.000035188772],"category_scores_gemma":[0.0000037563334,0.00029235845,0.00006412071,0.00023707555,0.00007598391,0.00019449682,0.000090732865,0.0002855741,0.0000011908467],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039240324,0.000003965435,0.0009458054,0.000082929546,0.00020537444,0.000015230885,0.001712922,0.98974067,0.0012849582,0.0012022686,0.000031506323,0.0047351397],"study_design_scores_gemma":[0.0004138279,0.00006234358,0.010724137,0.000062815016,0.00013980917,0.00006989419,0.000055421733,0.9842274,0.0014472387,0.0023516703,0.00003863983,0.00040676777],"about_ca_topic_score_codex":0.000057437475,"about_ca_topic_score_gemma":0.000041759493,"teacher_disagreement_score":0.36048886,"about_ca_system_score_codex":0.00003383346,"about_ca_system_score_gemma":0.00001141339,"threshold_uncertainty_score":0.99995285},"labels":[],"label_agreement":null},{"id":"W2070703387","doi":"10.2140/jomms.2010.5.855","title":"A semianalytical solution for the bending of clamped laminated doubly curved or spherical panels","year":2010,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Bending; Materials science; Structural engineering; Composite material; Engineering","score_opus":0.012111761892612444,"score_gpt":0.24230801734126697,"score_spread":0.23019625544865452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070703387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8835571,0.00011603393,0.115482606,0.000058570833,0.0006498696,0.00009913691,0.000024563064,0.0000064739916,0.0000056945287],"genre_scores_gemma":[0.9884034,0.00014201028,0.011257199,0.0000061870487,0.00017166931,8.321545e-7,0.0000034152486,0.0000121648745,0.0000031490388],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991029,0.000023784063,0.00054070016,0.0000640734,0.00016179647,0.00010676779],"domain_scores_gemma":[0.9992463,0.00013442943,0.0003001002,0.000100732104,0.00017951608,0.00003889447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037375523,0.000107831984,0.00038175783,0.0000646743,0.000046124827,0.000038184342,0.00013723894,0.000111524016,0.000120255],"category_scores_gemma":[0.00009489427,0.00006104532,0.00009608045,0.00008803942,0.000018683502,0.00007151728,0.000021962023,0.00011728924,2.5212508e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022997576,0.0000055071537,0.0000068872755,0.00009125878,0.00016692805,8.8104775e-7,0.000108002896,0.0074443095,0.9863817,0.0037397894,0.00005069311,0.0017740432],"study_design_scores_gemma":[0.00093913946,0.00023252126,0.001217206,0.000045997804,0.00047192577,0.00007772295,0.00009439924,0.11964747,0.86976063,0.007111954,0.00025952648,0.00014147864],"about_ca_topic_score_codex":0.000007732817,"about_ca_topic_score_gemma":0.000016532174,"teacher_disagreement_score":0.11662107,"about_ca_system_score_codex":0.000009478949,"about_ca_system_score_gemma":0.000021296739,"threshold_uncertainty_score":0.2489356},"labels":[],"label_agreement":null},{"id":"W2071167936","doi":"10.1177/0021998311410495","title":"Finite element buckling analysis of laminated composite sandwich panels with transversely flexible core containing a face/core debond","year":2011,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Sandwich panel; Buckling; Materials science; Sandwich-structured composite; Core (optical fiber); Structural engineering; Stiffness; Boundary value problem; Shell (structure); Composite material; Composite number; Face (sociological concept); Engineering; Mathematics; Mathematical analysis","score_opus":0.025575766552688204,"score_gpt":0.23323880686798984,"score_spread":0.20766304031530164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071167936","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91754127,0.00027075468,0.081277505,0.000009217691,0.00018187602,0.00015425145,0.00006888309,0.000049565082,0.00044667828],"genre_scores_gemma":[0.9891017,0.00013585098,0.010535249,0.000024275987,0.000058884325,0.0000027025533,0.0000866919,0.000040897146,0.000013740986],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977636,0.00006994566,0.00128407,0.00017881911,0.0004102219,0.00029337825],"domain_scores_gemma":[0.9985175,0.00008411672,0.0006149295,0.0002476874,0.00041030848,0.0001254501],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00040286433,0.00032484008,0.0012424206,0.0008668356,0.000085064254,0.000066777015,0.00029590217,0.00010589673,0.0003975914],"category_scores_gemma":[0.0000062202203,0.00025938806,0.0002830112,0.00093630893,0.000048118818,0.00023354848,0.000028541948,0.00016174435,0.0000015878198],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006343844,0.00004671343,0.003771818,0.00006553112,0.0034345728,0.000038272185,0.002349474,0.45854717,0.53075117,0.000058080877,0.000008409796,0.00029443184],"study_design_scores_gemma":[0.0024287489,0.0008533609,0.04558371,0.00044302156,0.008497105,0.00007265975,0.0005442938,0.107178114,0.833608,0.00006790456,0.000114979026,0.0006081406],"about_ca_topic_score_codex":0.000063084415,"about_ca_topic_score_gemma":0.000029153074,"teacher_disagreement_score":0.35136905,"about_ca_system_score_codex":0.000077668876,"about_ca_system_score_gemma":0.00002611617,"threshold_uncertainty_score":0.9999858},"labels":[],"label_agreement":null},{"id":"W2072344213","doi":"10.1121/1.3384520","title":"A semi-analytical method to predict the vibroacoustics response of composite and isotropic stiffened panels.","year":2010,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Finite element method; Isotropy; Vibration; Boundary element method; Boundary value problem; Structural engineering; Coupling (piping); Modal; Moment (physics); Materials science; Acoustics; Physics; Mathematical analysis; Mathematics; Engineering; Classical mechanics; Composite material","score_opus":0.005861820484996096,"score_gpt":0.2387637765043971,"score_spread":0.232901956019401,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072344213","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1777954,0.00009446122,0.8187817,0.003057374,0.000120540884,0.00010156157,0.000014195032,0.000009242699,0.000025531588],"genre_scores_gemma":[0.8823192,0.000102415026,0.1170919,0.00034083653,0.00011025737,4.7224532e-7,3.1447402e-7,0.000014863077,0.000019714096],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99863124,0.00023439564,0.00048511612,0.000074374526,0.0004087553,0.00016614445],"domain_scores_gemma":[0.99771315,0.0014187591,0.00022470248,0.00034210357,0.00020299687,0.00009830993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00083245174,0.00013940665,0.0003933097,0.000030428979,0.00012032237,0.000020835474,0.0004972857,0.000073277726,0.00003088407],"category_scores_gemma":[0.00023431677,0.00006509198,0.0003069724,0.00039434052,0.00035943143,0.0000369908,0.00014461853,0.00055754045,3.9576506e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026874858,0.000024321698,0.00014134333,0.000027935477,0.00040360994,3.6873163e-7,0.0009073376,0.6096995,0.38210684,0.000007359888,0.0024246855,0.003987992],"study_design_scores_gemma":[0.00021572462,0.00015035525,0.01223607,0.000029587176,0.0010893013,0.00005096467,0.00034184457,0.9803794,0.004789805,0.00015421446,0.00048401917,0.00007869704],"about_ca_topic_score_codex":0.000015305475,"about_ca_topic_score_gemma":5.9202983e-7,"teacher_disagreement_score":0.7045238,"about_ca_system_score_codex":0.000027089061,"about_ca_system_score_gemma":0.000033178287,"threshold_uncertainty_score":0.2654374},"labels":[],"label_agreement":null},{"id":"W2072368359","doi":"10.1016/j.ijnonlinmec.2013.08.006","title":"A non-linear higher-order thickness stretching and shear deformation theory for large-amplitude vibrations of laminated doubly curved shells","year":2013,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Curvilinear coordinates; Traction (geology); Transverse plane; Materials science; Vibration; Deformation (meteorology); Shell (structure); Mechanics; Geometry; Inertia; Linear elasticity; Classical mechanics; Physics; Structural engineering; Composite material; Mathematics; Finite element method; Engineering","score_opus":0.00843324946598554,"score_gpt":0.25148052095387674,"score_spread":0.2430472714878912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072368359","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1164887,0.000098964665,0.8821122,0.00021111465,0.00072067743,0.00021225915,0.000035032837,0.000020546204,0.00010051171],"genre_scores_gemma":[0.9491423,0.0001281728,0.050208956,0.00008429771,0.0002912122,0.0000075842586,0.00008044165,0.000030822317,0.000026244501],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986539,0.000031155876,0.00069783983,0.00011150145,0.0003513821,0.00015425964],"domain_scores_gemma":[0.9980158,0.00012504245,0.00032689187,0.000120189514,0.0013502531,0.00006182755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004725931,0.00016577181,0.0002849288,0.00029000887,0.0000627213,0.00008385397,0.0002590867,0.0001137456,0.00013015584],"category_scores_gemma":[0.000056040793,0.00014459895,0.00013622285,0.00018659022,0.000009463507,0.00062055007,0.000048135764,0.00021095574,0.0000037386742],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016347716,0.00015303645,0.00012565605,0.00014770529,0.0011592737,0.0000050078393,0.0016742536,0.8878532,0.08690904,0.012921986,0.00041044617,0.008476908],"study_design_scores_gemma":[0.0010775996,0.000080670805,0.00047769188,0.000093695235,0.000093853916,0.000023296901,0.00014580363,0.98636115,0.0079252,0.0032444953,0.0003317394,0.000144815],"about_ca_topic_score_codex":0.000012277974,"about_ca_topic_score_gemma":0.000007839854,"teacher_disagreement_score":0.8326536,"about_ca_system_score_codex":0.000067073895,"about_ca_system_score_gemma":0.000040958617,"threshold_uncertainty_score":0.5896574},"labels":[],"label_agreement":null},{"id":"W2073058410","doi":"10.1007/s00707-013-0968-1","title":"Analytical solutions for multilayered composite cylinders with harmonic quadratic eigenstrain in arbitrary layers","year":2013,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of New Brunswick","funders":"","keywords":"Eigenstrain; Solid mechanics; Mathematical analysis; Cylinder; Materials science; Mechanics; Stress (linguistics); Classical mechanics; Mathematics; Geometry; Physics; Composite material","score_opus":0.013898450792538366,"score_gpt":0.21054384903722778,"score_spread":0.1966453982446894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073058410","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71737003,0.00016707729,0.27809572,0.0010967271,0.00016378691,0.0012494829,0.000027047145,0.00031359075,0.0015165318],"genre_scores_gemma":[0.9871033,0.000020955298,0.012574294,0.00009363283,0.000030612613,0.0000721406,0.00004900702,0.000034265904,0.00002180226],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998959,0.000023490928,0.00027891624,0.00022291933,0.000125132,0.0003905215],"domain_scores_gemma":[0.9995004,0.000079118836,0.00003606948,0.00023541864,0.00005044678,0.00009854768],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009224462,0.00018082051,0.00025260975,0.00016482738,0.0000875424,0.000067699635,0.00014540581,0.000092954244,0.00013628023],"category_scores_gemma":[0.000010861018,0.00016144403,0.000095059884,0.00031773813,0.00001947253,0.00019741361,0.000020596404,0.00016719515,0.000010914753],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000098527176,0.00016903755,0.00039647048,0.00015346197,0.0008150486,0.000012748235,0.00084304257,0.7958595,0.18904175,0.0050993464,0.0018416339,0.005669403],"study_design_scores_gemma":[0.0006068227,0.000055229277,0.0012111819,0.000025040541,0.000082857834,0.0000046360055,0.00011838589,0.9953165,0.0018056406,0.00046537697,0.00008757418,0.00022075078],"about_ca_topic_score_codex":0.00006422536,"about_ca_topic_score_gemma":0.00024906092,"teacher_disagreement_score":0.26973325,"about_ca_system_score_codex":0.00009083104,"about_ca_system_score_gemma":0.000025988807,"threshold_uncertainty_score":0.65834963},"labels":[],"label_agreement":null},{"id":"W2073665529","doi":"10.1115/1.1631033","title":"Nonlinear Transient Response of Thermally Loaded Laminated Panels1","year":2004,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; University of Toronto; Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Newmark-beta method; Finite element method; Rotation (mathematics); Displacement (psychology); Transient (computer programming); Mechanics; Rigid body; Deformation (meteorology); Equations of motion; Materials science; Cantilever; Transient response; Structural engineering; Physics; Classical mechanics; Geometry; Mathematics; Engineering; Composite material; Computer science","score_opus":0.004827849865426247,"score_gpt":0.18916812667736152,"score_spread":0.18434027681193527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073665529","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.672943,0.00011256199,0.32632905,0.000049357597,0.00013872975,0.0000718729,0.0000045123356,0.000022807584,0.00032811315],"genre_scores_gemma":[0.9822813,0.000060284496,0.017556868,0.000024824563,0.00005091454,4.8624935e-7,0.0000027122262,0.000019493813,0.000003107701],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991755,0.000011559339,0.00043108218,0.000058005928,0.00021693617,0.00010694123],"domain_scores_gemma":[0.9995356,0.0000233095,0.00015559683,0.000113140486,0.00011918713,0.000053172786],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002634091,0.00010443964,0.00025237518,0.00015597757,0.00001874643,0.000010854798,0.00013070765,0.000073275434,0.000029562414],"category_scores_gemma":[0.0000068483782,0.0000884122,0.000114706236,0.0002441977,0.00000593373,0.000044994762,0.000007666211,0.00016108704,0.0000015516666],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030520285,0.000023056837,1.11653975e-7,0.000013411282,0.00008136778,0.000007399338,0.00042920862,0.4954636,0.50178105,0.00072117784,0.0000062020135,0.0011681772],"study_design_scores_gemma":[0.0016535091,0.00024293299,0.00006372292,0.000051056966,0.00023530354,0.000041233026,0.00019535098,0.0761454,0.9188593,0.0017559343,0.0005834906,0.00017277346],"about_ca_topic_score_codex":6.758269e-7,"about_ca_topic_score_gemma":0.0000013704076,"teacher_disagreement_score":0.41931823,"about_ca_system_score_codex":0.00006906596,"about_ca_system_score_gemma":0.00003468212,"threshold_uncertainty_score":0.36053446},"labels":[],"label_agreement":null},{"id":"W2073993823","doi":"10.1016/j.apm.2010.10.013","title":"Compressive and thermal postbuckling behaviors of laminated plates with piezoelectric fiber reinforced composite actuators","year":2010,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Materials science; Composite material; Actuator; Piezoelectricity; Deflection (physics); Composite plate; Structural engineering; Thermal; Shear (geology); Plate theory; Composite number; Buckling; Finite element method; Engineering","score_opus":0.0033873841317105546,"score_gpt":0.1765628153529089,"score_spread":0.17317543122119836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073993823","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7035883,0.0000065427093,0.29306877,0.0000033112242,0.00000802708,0.00013681207,0.0000015144278,0.0000691737,0.0031175532],"genre_scores_gemma":[0.9599648,0.000004863651,0.03993402,0.0000068699137,0.000015312899,0.000009782914,0.000013775756,0.0000334023,0.00001714319],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992547,0.0000041866,0.00025955559,0.00014946824,0.0001592452,0.00017285947],"domain_scores_gemma":[0.9995208,0.00013743251,0.00006382227,0.00017291796,0.0000414923,0.00006358342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000050778825,0.00018193702,0.00028806724,0.00011072754,0.00006157257,0.00003224008,0.000085944244,0.0000921506,0.00006530766],"category_scores_gemma":[0.0000022063716,0.0001392639,0.00003526902,0.00017193932,0.00004880609,0.0000501202,0.000017174636,0.0002546423,0.000004603252],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002837153,0.000011994816,0.0000063885377,0.000058944795,0.000054096497,0.0000012325721,0.0003697706,0.91628075,0.06801357,0.012362776,0.0000013451635,0.0028107844],"study_design_scores_gemma":[0.00024420428,0.000029551276,0.000013654343,0.000039252787,0.00010030425,0.000004721253,0.000016314614,0.9466596,0.051908743,0.0008175425,0.0000031412944,0.00016295128],"about_ca_topic_score_codex":0.0000022965621,"about_ca_topic_score_gemma":5.0006565e-7,"teacher_disagreement_score":0.2563765,"about_ca_system_score_codex":0.000009205434,"about_ca_system_score_gemma":0.0000043828395,"threshold_uncertainty_score":0.5679017},"labels":[],"label_agreement":null},{"id":"W2074960665","doi":"10.1007/s00162-011-0229-7","title":"A resolution of Stewartson’s quarter-infinite plate problem","year":2011,"lang":"en","type":"article","venue":"Theoretical and Computational Fluid Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Mathematics; Mathematical analysis; Computational Science and Engineering; Geometry; Resolution (logic); Calculus (dental); Physics; Applied mathematics; Computer science; Geography; Artificial intelligence","score_opus":0.003908522795145935,"score_gpt":0.17625087966236855,"score_spread":0.1723423568672226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2074960665","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2921273,0.00006189417,0.6981563,0.000037797865,0.000042460862,0.0000721968,0.000021952868,0.00006918695,0.009410914],"genre_scores_gemma":[0.9726763,0.000018468481,0.027188428,0.000015421994,0.000014754212,0.0000023540326,0.00007010624,0.00000917338,0.0000050311555],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99945873,0.00001985689,0.00021586836,0.00009766354,0.00010939153,0.00009850547],"domain_scores_gemma":[0.99976116,0.00004734277,0.000016595533,0.000065288106,0.00006387749,0.00004570508],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007023872,0.00009086954,0.00013210645,0.00006699584,0.00003469082,0.000011474796,0.0000508968,0.00004527776,0.000085273015],"category_scores_gemma":[0.000003216258,0.00008153059,0.000039388997,0.000114235656,0.000118387055,0.000051914914,0.000018369175,0.000058537637,0.000002853856],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023609404,0.000012454043,0.00017543299,0.000022326534,0.000031297444,7.418899e-7,0.0003327662,0.2511365,0.00006863605,0.74678814,0.000013973123,0.0013940824],"study_design_scores_gemma":[0.00012346097,0.000049308244,0.0022472844,0.000011872643,0.000026157675,0.0000057826046,0.00002359043,0.8090542,0.00003847812,0.18833996,0.0000046818636,0.00007521052],"about_ca_topic_score_codex":0.000004714123,"about_ca_topic_score_gemma":0.000004493852,"teacher_disagreement_score":0.68054897,"about_ca_system_score_codex":0.000020611396,"about_ca_system_score_gemma":0.000006044793,"threshold_uncertainty_score":0.3324721},"labels":[],"label_agreement":null},{"id":"W2076416137","doi":"10.1061/(asce)mt.1943-5533.0000992","title":"Effect of Internal Ribs on Fatigue Performance of Sandwich Panels with GFRP Skins and Polyurethane Foam Core","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Flange; Composite material; Rib cage; Structural engineering; Stiffness; Fibre-reinforced plastic; Core (optical fiber); Fatigue limit; Shear (geology)","score_opus":0.0041250942244544925,"score_gpt":0.19706334958620805,"score_spread":0.19293825536175357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076416137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969428,0.00014345384,0.0025343827,0.000004415952,0.00021737661,0.000083135375,0.0000036189833,0.000009145203,0.00006165565],"genre_scores_gemma":[0.9989913,0.00010971015,0.0007963519,0.0000022594784,0.000074859585,0.0000020336474,0.0000013755221,0.000020309277,0.0000018044269],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916553,0.000018939256,0.00047429898,0.000060667164,0.00016291576,0.0001176654],"domain_scores_gemma":[0.9995575,0.00008168316,0.00017274877,0.00009002376,0.00005851321,0.000039551673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026021872,0.00014457609,0.00045203793,0.000254716,0.0000070110177,0.000021002144,0.0000958534,0.00005392399,0.00006259726],"category_scores_gemma":[0.000024642392,0.00010401472,0.000037542366,0.00012154045,0.000013602977,0.0001505716,0.00001544496,0.00011797617,2.743917e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000108140826,0.000007086298,0.003447266,0.00047250706,0.000080778365,0.0000035839296,0.00015951689,0.5911837,0.40354756,0.0000057081143,0.000009305881,0.0009748284],"study_design_scores_gemma":[0.0009075845,0.0009502321,0.032647334,0.0011612088,0.000059911843,0.00007106091,0.000007713374,0.08209885,0.88194734,0.000003496209,0.000007812336,0.00013743587],"about_ca_topic_score_codex":0.000016970784,"about_ca_topic_score_gemma":0.0000053601852,"teacher_disagreement_score":0.5090849,"about_ca_system_score_codex":0.000031571235,"about_ca_system_score_gemma":0.0000052000455,"threshold_uncertainty_score":0.4241597},"labels":[],"label_agreement":null},{"id":"W2077828192","doi":"10.1115/1.1481037","title":"Interfacial Thermal Stresses in Bimaterial Elastic Beams: Modified Beam Models Revisited","year":2002,"lang":"en","type":"article","venue":"Journal of Electronic Packaging","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mechanics; Materials science; Shear stress; Shear (geology); Stress (linguistics); Boundary value problem; Beam (structure); Thermal; Composite material; Physics; Thermodynamics; Optics; Mathematics; Mathematical analysis","score_opus":0.008194634379974643,"score_gpt":0.1979258850529911,"score_spread":0.18973125067301647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077828192","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.942995,0.0026874933,0.05304983,0.000038472153,0.00020178776,0.000052447507,0.000002107372,0.000032667445,0.0009402052],"genre_scores_gemma":[0.99901175,0.00044652,0.00022677149,0.000014669502,0.00026427052,8.514731e-7,0.0000030833896,0.000022901586,0.000009147871],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886996,0.00003044687,0.00048756963,0.00009567204,0.0001798345,0.0003364972],"domain_scores_gemma":[0.99962604,0.00002890541,0.00013138962,0.00010421766,0.000061163795,0.000048306418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013766212,0.00015164267,0.00031019122,0.00032946403,0.000034384728,0.0000728243,0.00016034515,0.000054110486,0.00012379147],"category_scores_gemma":[0.000015175077,0.00013418129,0.00010183619,0.00029751073,0.000011686689,0.000364905,0.00001633672,0.0003315099,0.0000021902233],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025889041,0.00001783631,0.00010967894,0.000017363538,0.0000825558,0.000009957016,0.0003055266,0.97296524,0.024275916,0.00012216977,0.00007240874,0.00199546],"study_design_scores_gemma":[0.0006751137,0.00008726424,0.00027166476,0.00012543524,0.000076798904,0.000039422586,0.000029709998,0.99182755,0.0060630627,0.00054822495,0.000083731815,0.00017204903],"about_ca_topic_score_codex":0.000003923709,"about_ca_topic_score_gemma":0.000008323418,"teacher_disagreement_score":0.05601679,"about_ca_system_score_codex":0.00022998899,"about_ca_system_score_gemma":0.000016627404,"threshold_uncertainty_score":0.5471754},"labels":[],"label_agreement":null},{"id":"W2078903767","doi":"10.1016/s0020-7683(00)00183-9","title":"Modelling and analysis of dynamic interaction between piezoelectric actuators","year":2001,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Actuator; Chebyshev polynomials; Piezoelectricity; Singularity; Integral equation; Perpendicular; Chebyshev filter; Mathematical analysis; Control theory (sociology); Materials science; Mathematics; Physics; Geometry; Acoustics; Engineering; Computer science; Electrical engineering","score_opus":0.006864420723281689,"score_gpt":0.24947148865509655,"score_spread":0.24260706793181486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078903767","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69681555,0.00035670426,0.3025978,0.000025921336,0.0001100409,0.000011358508,0.0000058912533,0.0000046805517,0.00007207329],"genre_scores_gemma":[0.99611956,0.0014777604,0.0022772772,0.0000088324605,0.000092883965,1.3266255e-7,0.000013609041,0.0000064754236,0.0000034643867],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99932694,0.000010739232,0.00033854687,0.00006647897,0.0001929478,0.00006431954],"domain_scores_gemma":[0.9995473,0.000045196775,0.0001567211,0.000042613156,0.0001664377,0.00004170173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006233134,0.00008635531,0.0002446139,0.0007348144,0.00002208143,0.00004911996,0.00009235546,0.00004250398,0.000028085846],"category_scores_gemma":[0.0000074764407,0.00007122948,0.000098961915,0.00026438755,0.000018884113,0.00016287489,0.0000136233075,0.00011340645,3.7371e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028408373,0.0000032834228,0.015708484,0.000005384551,0.0023708118,0.0000051497495,0.0003138059,0.83910495,0.00037608505,0.000183941,0.000007524825,0.14189218],"study_design_scores_gemma":[0.00016621289,0.000030063327,0.024919681,0.000012837883,0.0006392224,0.00004423126,0.00005255652,0.972252,0.00014762621,0.0015536237,0.00010929187,0.00007265922],"about_ca_topic_score_codex":0.000018435132,"about_ca_topic_score_gemma":0.000009341658,"teacher_disagreement_score":0.30032054,"about_ca_system_score_codex":0.000038002847,"about_ca_system_score_gemma":0.0000056368185,"threshold_uncertainty_score":0.29046538},"labels":[],"label_agreement":null},{"id":"W2079155536","doi":"10.1016/s0263-8231(01)00052-0","title":"Design procedure for stiffened water-filled steel conical tanks","year":2002,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Conical surface; Water tanks; Structural engineering; Engineering; Materials science; Composite material; Marine engineering","score_opus":0.01608424888820516,"score_gpt":0.21109262688154656,"score_spread":0.1950083779933414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079155536","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48034027,0.0035699662,0.49818045,0.0010922774,0.0027234708,0.004053142,0.000090821006,0.0026727314,0.0072768936],"genre_scores_gemma":[0.9784281,0.00007344203,0.020288238,0.00014278656,0.00024762528,0.00005491469,0.000081228274,0.00007210175,0.00061154977],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985042,0.000047731366,0.00040794723,0.0003423391,0.00024613144,0.0004516248],"domain_scores_gemma":[0.999265,0.000109690656,0.00004941682,0.00034487588,0.00010931177,0.000121694095],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00009800006,0.00035159907,0.00045895035,0.00012930772,0.0002028782,0.0001261196,0.0002927141,0.00023002364,0.0012145402],"category_scores_gemma":[0.000040516003,0.0002510412,0.00017564358,0.00014663543,0.000039777926,0.00012260169,0.000035775705,0.0002311555,0.000017623452],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011939018,0.000019217674,0.00001846114,0.00013451425,0.00040293508,0.000006736343,0.0022016943,0.9369688,0.044412147,0.0010566644,0.011768139,0.002891283],"study_design_scores_gemma":[0.0017829859,0.00011136338,0.00027646663,0.000018130495,0.00021305564,0.000022459428,0.000056445242,0.95164084,0.03622325,0.005455274,0.003628514,0.00057121326],"about_ca_topic_score_codex":0.000003843673,"about_ca_topic_score_gemma":0.000014979569,"teacher_disagreement_score":0.49808785,"about_ca_system_score_codex":0.000074042924,"about_ca_system_score_gemma":0.000009147566,"threshold_uncertainty_score":0.99999416},"labels":[],"label_agreement":null},{"id":"W2079639767","doi":"10.1088/0964-1726/16/3/002","title":"Three-dimensional static, vibration and stability analysis of piezoelectric composite plates using a finite layer method","year":2007,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite strip method; Vibration; Displacement (psychology); Trigonometric functions; Piezoelectricity; Mathematics; Stability (learning theory); Mathematical analysis; Finite element method; Materials science; Structural engineering; Geometry; Acoustics; Composite material; Physics; Engineering; Computer science","score_opus":0.012314410012400146,"score_gpt":0.2488945248089025,"score_spread":0.23658011479650237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079639767","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7770562,0.0002223755,0.22247517,0.0000049191676,0.000069715075,0.000077533055,0.000059797436,0.000023599383,0.000010645622],"genre_scores_gemma":[0.949161,0.000017319499,0.05066552,0.000020108288,0.000029094985,7.217157e-7,0.00009460743,0.000011318385,3.4004165e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990929,0.000038930568,0.0003905577,0.00018793138,0.00013461041,0.0001550868],"domain_scores_gemma":[0.99951434,0.00015118795,0.000092651775,0.00012474798,0.000065876964,0.000051180436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030211805,0.00015904257,0.00042257298,0.000299041,0.0000848211,0.000070237606,0.000038473183,0.000075801196,0.0001242611],"category_scores_gemma":[0.000013047897,0.0001324622,0.0000487447,0.00042576398,0.000033841454,0.00009715908,0.000026643485,0.00004776234,7.2529524e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000078932426,0.0000052717737,0.008261468,0.000082596474,0.0006653173,0.0000016416641,0.00024634285,0.23389484,0.7541997,0.00038832275,0.000004316541,0.0021712773],"study_design_scores_gemma":[0.00017435498,0.000025083784,0.13547008,0.0000071933123,0.00075528456,0.000004808771,0.000014039249,0.6506515,0.21129334,0.0014382086,0.000007738226,0.00015834968],"about_ca_topic_score_codex":0.00022139584,"about_ca_topic_score_gemma":0.00033698318,"teacher_disagreement_score":0.54290634,"about_ca_system_score_codex":0.000018346964,"about_ca_system_score_gemma":0.0000065144413,"threshold_uncertainty_score":0.5401652},"labels":[],"label_agreement":null},{"id":"W2079912140","doi":"10.1016/j.compstruct.2012.08.027","title":"Torsion of a layered composite strip","year":2012,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Orthotropic material; Torsion (gastropod); Composite number; Stacking; Moduli; Materials science; Composite material; Structural engineering; Geometry; Mathematics; Finite element method; Physics; Engineering","score_opus":0.006440846027996634,"score_gpt":0.21263014112906492,"score_spread":0.2061892951010683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079912140","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9731531,0.0026500567,0.018145576,0.000012719466,0.0007347442,0.00015091251,0.000032517524,0.0002215966,0.004898745],"genre_scores_gemma":[0.98993653,0.00005451065,0.009565498,0.000030845575,0.00025823523,0.000002523755,0.000096402735,0.00003497393,0.000020456868],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988876,0.000039114046,0.0003625307,0.00014665426,0.0002381228,0.00032598097],"domain_scores_gemma":[0.99934393,0.000033863602,0.00008441104,0.00032678887,0.00007110195,0.0001399084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006488163,0.00024050764,0.00035185608,0.000192126,0.00008576743,0.000033780932,0.00021608919,0.00010812658,0.00016693785],"category_scores_gemma":[0.0000045993684,0.00021621166,0.00014982648,0.00033983498,0.000044122542,0.00020784166,0.000058077618,0.0001534222,0.000007099122],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058114645,0.000046772046,0.035197116,0.00017026282,0.0003347283,0.0000019528702,0.0010390955,0.18621653,0.7644187,0.0031861295,0.0018766829,0.0074538635],"study_design_scores_gemma":[0.0011817494,0.00008800321,0.39553303,0.00008584269,0.0003513818,0.000058291695,0.00007716815,0.08170215,0.511017,0.001377629,0.0075173723,0.0010103487],"about_ca_topic_score_codex":0.000020336507,"about_ca_topic_score_gemma":0.0000038756357,"teacher_disagreement_score":0.36033592,"about_ca_system_score_codex":0.000054451742,"about_ca_system_score_gemma":0.0000056506915,"threshold_uncertainty_score":0.88168555},"labels":[],"label_agreement":null},{"id":"W2080260702","doi":"10.1115/imece2009-10891","title":"Nonlinear Vibrations of Circular Cylindrical Shells With Different Boundary Conditions","year":2009,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Mathematical analysis; Boundary value problem; Mathematics; Vibration; Bifurcation; Shell (structure); Chebyshev polynomials; Equations of motion; Ordinary differential equation; Displacement (psychology); Differential equation; Geometry; Classical mechanics; Physics; Materials science","score_opus":0.003934703784575505,"score_gpt":0.2011054009078165,"score_spread":0.197170697123241,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080260702","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41798902,0.0000951235,0.5640058,0.00017970725,0.00004410988,0.00011483816,0.000020125308,0.0001484425,0.017402865],"genre_scores_gemma":[0.9928697,0.000016321215,0.006862596,0.000051540053,0.000034697558,0.0000013085424,0.00012326904,0.0000067341107,0.000033865177],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995946,0.0000060611064,0.00014696509,0.00007601834,0.00009879515,0.00007752856],"domain_scores_gemma":[0.9997608,0.000011371503,0.000016209498,0.00013365301,0.000039818467,0.000038141126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000010167166,0.00007941028,0.00012990278,0.00007240091,0.000044329718,0.000023783487,0.000047294438,0.0000312884,0.00037023053],"category_scores_gemma":[0.0000015039866,0.000059078895,0.000050274513,0.00017326776,0.000018077717,0.00006527491,0.0000035115324,0.00005669186,0.0000028277564],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007781672,0.00014343229,0.0011149634,0.000023030441,0.00018548867,0.0000045237302,0.00016681179,0.9515696,0.04012801,0.0042430186,0.00060163497,0.0018116994],"study_design_scores_gemma":[0.00036439704,0.00014368907,0.035277776,0.000017729115,0.00014421908,0.000009028393,0.000027513735,0.93474895,0.027746601,0.0005484444,0.000752393,0.00021925296],"about_ca_topic_score_codex":0.0000019193092,"about_ca_topic_score_gemma":0.000011271058,"teacher_disagreement_score":0.57488066,"about_ca_system_score_codex":0.000017117281,"about_ca_system_score_gemma":0.000007924029,"threshold_uncertainty_score":0.40537646},"labels":[],"label_agreement":null},{"id":"W2080566142","doi":"10.1016/j.ijmecsci.2003.09.014","title":"Free vibration of beams with finite mass rigid tip load and flexural–torsional coupling","year":2003,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Added mass; Bending stiffness; Flexural rigidity; Beam (structure); Stiffness; Vibration; Deflection (physics); Torsional vibration; Structural engineering; Physics; Rigidity (electromagnetism); Mechanics; Timoshenko beam theory; Materials science; Classical mechanics; Optics; Engineering; Acoustics","score_opus":0.007363763064953251,"score_gpt":0.22514849065858178,"score_spread":0.21778472759362852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080566142","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49745578,0.00032431635,0.50033003,0.00034201203,0.0005827755,0.00003996379,0.000007824451,0.000011721817,0.0009055539],"genre_scores_gemma":[0.97114754,0.000075554184,0.028667053,0.000027141325,0.000071642986,2.891094e-7,0.0000011042466,0.0000034025877,0.0000062686904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989043,0.000012251197,0.0002795148,0.00007640895,0.00065584463,0.00007171859],"domain_scores_gemma":[0.99939835,0.00009778179,0.00014136803,0.000043689546,0.00027078777,0.000048049595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003679956,0.00006622476,0.00012055641,0.000105283216,0.00003996103,0.000058695365,0.00023511582,0.000030019914,0.000095129006],"category_scores_gemma":[0.00009874246,0.00004540565,0.000043341755,0.0001568627,0.000050002505,0.00027364658,0.000015119994,0.00008165042,3.4928595e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035613393,0.00001755579,0.00075324875,0.0000053880212,0.000102246835,0.0000066049383,0.00006263735,0.94882184,0.03510874,0.014042917,0.00006243575,0.0009807767],"study_design_scores_gemma":[0.00095583335,0.0003846449,0.0011002705,0.00015269424,0.00006557115,0.00012106577,0.0001312271,0.9150276,0.063678235,0.017288007,0.0008985924,0.00019621116],"about_ca_topic_score_codex":0.0000050223493,"about_ca_topic_score_gemma":0.000009296483,"teacher_disagreement_score":0.47369176,"about_ca_system_score_codex":0.000043496813,"about_ca_system_score_gemma":0.00004705928,"threshold_uncertainty_score":0.18515886},"labels":[],"label_agreement":null},{"id":"W2081330880","doi":"10.1016/j.ijsolstr.2005.04.008","title":"A theoretical analysis of piezoelectric/composite laminate with larger-amplitude deflection effect, Part II: Hermite differential quadrature method and application","year":2005,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Quadrature (astronomy); Hermite polynomials; Composite number; Deflection (physics); Amplitude; Gauss–Hermite quadrature; Piezoelectricity; Materials science; Gauss–Laguerre quadrature; Mathematical analysis; Structural engineering; Mathematics; Nyström method; Composite material; Gaussian quadrature; Physics; Engineering; Classical mechanics; Integral equation; Optics","score_opus":0.0018648438071131631,"score_gpt":0.2403217153606816,"score_spread":0.23845687155356843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081330880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71154416,0.0004708007,0.28760296,0.00011034262,0.00007625337,0.000049461207,0.00001097385,0.000011566528,0.00012347937],"genre_scores_gemma":[0.9920584,0.00022254558,0.0074112304,0.000026911255,0.00023809963,0.0000018821947,0.000023812803,0.000011131867,0.0000059822582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990656,0.0000504576,0.00035147934,0.00013173542,0.00029702,0.000103702085],"domain_scores_gemma":[0.9993812,0.00007639642,0.00018766629,0.00007593854,0.00021837113,0.00006041907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001316592,0.00015205747,0.00035629608,0.00044098697,0.00006188662,0.00007951486,0.00011405248,0.00007874329,0.000047165515],"category_scores_gemma":[0.000009051084,0.00010585472,0.000119987606,0.00028791963,0.000054342912,0.00013132737,0.000023800847,0.00018672585,4.524642e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010078397,0.00008385974,0.024345163,0.000073854404,0.011002569,0.00001487199,0.0014934121,0.48332873,0.112875,0.04766748,0.00007683921,0.3180304],"study_design_scores_gemma":[0.0013404557,0.00041946562,0.11171442,0.000054749617,0.0029917315,0.0002772532,0.000023952975,0.8602309,0.018098095,0.003807419,0.00071966014,0.00032184532],"about_ca_topic_score_codex":0.0000064571145,"about_ca_topic_score_gemma":0.00002718304,"teacher_disagreement_score":0.37690222,"about_ca_system_score_codex":0.000037711823,"about_ca_system_score_gemma":0.0000071704,"threshold_uncertainty_score":0.43166304},"labels":[],"label_agreement":null},{"id":"W2082767750","doi":"10.1016/j.ijengsci.2010.06.004","title":"A 3-D Ritz solution for free vibration of circular/annular functionally graded plates integrated with piezoelectric layers","year":2010,"lang":"en","type":"article","venue":"International Journal of Engineering Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Ritz method; Vibration; Piezoelectricity; Materials science; Functionally graded material; Rayleigh–Ritz method; Structural engineering; Composite material; Mathematics; Acoustics; Physics; Material properties; Engineering","score_opus":0.003011164446911039,"score_gpt":0.18911927737767775,"score_spread":0.1861081129307667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082767750","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36508498,0.00004524292,0.6339667,0.00006714851,0.0007309053,0.00004894389,0.000005706089,0.000022072369,0.000028337576],"genre_scores_gemma":[0.96002537,0.000011271897,0.039778415,0.000008758495,0.0001494714,0.0000024725234,0.000009277489,0.000011465955,0.0000034816005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989608,0.0000032613734,0.00031557167,0.000098682816,0.0004962629,0.00012539884],"domain_scores_gemma":[0.99862736,0.0000499537,0.00014281963,0.00010364439,0.0010215217,0.000054695443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028236315,0.00010156712,0.0001371243,0.0006227611,0.000038822127,0.0000753658,0.0004363331,0.000040979667,0.0000128382235],"category_scores_gemma":[0.00019833568,0.00008523766,0.000076564094,0.00055635296,0.000049333394,0.00050992786,0.000014445373,0.00018095529,2.3237429e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021921229,0.000009738599,0.00025329398,0.0000073916926,0.00007504062,0.0000015076191,0.00004736237,0.56856275,0.42897785,0.0006688641,0.000029352444,0.0013449452],"study_design_scores_gemma":[0.00048790273,0.00009869744,0.004711098,0.000040916544,0.000037216378,0.00009103483,0.000009106054,0.94316506,0.05072309,0.00021604006,0.00030910582,0.00011071424],"about_ca_topic_score_codex":0.0000052545115,"about_ca_topic_score_gemma":0.000008965673,"teacher_disagreement_score":0.5949404,"about_ca_system_score_codex":0.00009254611,"about_ca_system_score_gemma":0.000096977106,"threshold_uncertainty_score":0.3475891},"labels":[],"label_agreement":null},{"id":"W2083288963","doi":"10.1016/j.ijnonlinmec.2014.11.026","title":"Non-linearities in rotation and thickness deformation in a new third-order thickness deformation theory for static and dynamic analysis of isotropic and laminated doubly curved shells","year":2014,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":115,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Curvilinear coordinates; Isotropy; Deformation (meteorology); Shell (structure); Rotary inertia; Transverse plane; Inertia; Vibration; Elasticity (physics); Geometry; Classical mechanics; Mechanics; Physics; Structural engineering; Mathematics; Materials science; Optics; Engineering; Composite material; Acoustics","score_opus":0.005296429677461126,"score_gpt":0.24245406472222666,"score_spread":0.23715763504476553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083288963","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45898762,0.00008917559,0.5406373,0.00006878795,0.000099440666,0.00009617627,0.000006856452,0.0000045286465,0.000010109072],"genre_scores_gemma":[0.9836343,0.0004956085,0.015699625,0.000042339998,0.00003364468,0.0000030020751,0.000072054645,0.000012965611,0.0000064498827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988032,0.000053147076,0.0006937408,0.00010184688,0.0002445583,0.00010349338],"domain_scores_gemma":[0.9989557,0.00017890676,0.00031056046,0.0000682344,0.0004491334,0.00003745651],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007428734,0.0001342791,0.00035269494,0.0009759777,0.000025303247,0.00006431482,0.00010893435,0.00009564035,0.0000058764826],"category_scores_gemma":[0.00010705453,0.00012187106,0.00005825437,0.00041691217,0.000013872964,0.0005167237,0.000027322094,0.0001595624,1.5098958e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002531509,0.000034204768,0.0017219911,0.00018297513,0.0005598292,0.0000017011738,0.004201248,0.9608861,0.00668082,0.0021582982,0.0000042323227,0.023315413],"study_design_scores_gemma":[0.0014448382,0.00007279772,0.01141448,0.00012574573,0.00023520156,0.0000153433,0.00039319784,0.98206985,0.0005450759,0.0035625168,0.00001082006,0.000110159854],"about_ca_topic_score_codex":0.00005230219,"about_ca_topic_score_gemma":0.0004758655,"teacher_disagreement_score":0.5249377,"about_ca_system_score_codex":0.00008169398,"about_ca_system_score_gemma":0.000038038048,"threshold_uncertainty_score":0.49697575},"labels":[],"label_agreement":null},{"id":"W2084268040","doi":"10.1142/s0219455412500782","title":"EFFECT OF GEOMETRIC NONLINEARITIES ON NONLINEAR VIBRATIONS OF CLOSED CYLINDRICAL SHELLS","year":2013,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Nonlinear system; Shell (structure); Isotropy; Vibration; Boundary value problem; Finite element method; Numerical analysis; Stiffness; Mathematical analysis; Displacement (psychology); Amplitude; Equations of motion; Mechanics; Geometry; Mathematics; Physics; Classical mechanics; Materials science; Optics","score_opus":0.0034632074422717815,"score_gpt":0.22076967759924623,"score_spread":0.21730647015697446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084268040","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928299,0.00010073153,0.006283671,0.00006821746,0.00030944505,0.00008170775,0.000077658304,0.000006844836,0.00024180692],"genre_scores_gemma":[0.9959652,0.00005161472,0.003824417,0.000007272776,0.000109689994,5.3593044e-7,0.000032621763,0.0000068287154,0.0000018501883],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989442,0.00003938358,0.0005457324,0.0000724039,0.0003241812,0.00007406171],"domain_scores_gemma":[0.99891907,0.00029678954,0.00019312536,0.00008134803,0.0004621447,0.000047543286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014010958,0.000109227425,0.0002838965,0.00026695535,0.000020950376,0.000034699668,0.0001646988,0.00006167286,0.00013737698],"category_scores_gemma":[0.00010614894,0.00008141164,0.00013269819,0.00019047047,0.0000731874,0.00021075524,0.00002617967,0.00016376274,3.3660646e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006848929,0.00012463976,0.091939256,0.00046820124,0.0012818604,0.000008021327,0.00069830596,0.5989528,0.016111873,0.0023235949,0.000031392174,0.2873752],"study_design_scores_gemma":[0.0005855127,0.0004498888,0.05364995,0.000037099824,0.000059761885,0.000021973314,0.000058841506,0.928284,0.016050821,0.00069849903,0.0000067797378,0.000096909695],"about_ca_topic_score_codex":0.000031344414,"about_ca_topic_score_gemma":0.000017097782,"teacher_disagreement_score":0.32933122,"about_ca_system_score_codex":0.00008059264,"about_ca_system_score_gemma":0.000013586375,"threshold_uncertainty_score":0.33198702},"labels":[],"label_agreement":null},{"id":"W2085274529","doi":"10.1016/j.amc.2012.09.026","title":"Computation of eigenvalues in proportionally damped viscoelastic structures based on the fixed-point iteration","year":2012,"lang":"en","type":"article","venue":"Applied Mathematics and Computation","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Universitat Politècnica de València; Universitat de València","keywords":"Eigenvalues and eigenvectors; Mathematics; Dissipative system; Fixed point; Computation; Mathematical analysis; Convergence (economics); Nonlinear system; Viscoelasticity; Applied mathematics; Matrix (chemical analysis); Numerical analysis; Fixed-point iteration; Physics; Algorithm","score_opus":0.00836206177870012,"score_gpt":0.2201191599650353,"score_spread":0.2117570981863352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085274529","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34786567,0.00003325633,0.65108156,0.000029235343,0.00003863574,0.00022266757,0.0000017776069,0.00002746172,0.00069973985],"genre_scores_gemma":[0.9608015,0.000004178216,0.039041415,0.00003106449,0.000030922838,0.000016450722,0.000061197534,0.0000127155545,6.0257196e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931556,0.000012618364,0.00031371348,0.00008312344,0.00017739949,0.000097612094],"domain_scores_gemma":[0.9996258,0.00013739476,0.00010335832,0.00007101437,0.000039249608,0.00002319723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018082016,0.00011196606,0.00014598588,0.0001184846,0.00005049039,0.00003574836,0.000037115326,0.00003878617,0.000011201224],"category_scores_gemma":[0.000010897399,0.00008277074,0.000025646163,0.00017547587,0.000020508196,0.000064178275,0.000008975631,0.000065451124,0.0000013474644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005526799,0.000034352295,0.0001092084,0.000099868514,0.000012851359,6.660484e-8,0.0009616274,0.9628538,0.0022569613,0.029924102,0.0000212412,0.003720407],"study_design_scores_gemma":[0.00017077802,0.00001849616,0.0057748393,0.00003292401,0.000025310503,8.2622796e-7,0.00012018941,0.97883177,0.0014505647,0.013485365,0.0000023211248,0.000086615706],"about_ca_topic_score_codex":0.0000018132391,"about_ca_topic_score_gemma":0.000003173301,"teacher_disagreement_score":0.6129358,"about_ca_system_score_codex":0.000027023774,"about_ca_system_score_gemma":0.0000072100083,"threshold_uncertainty_score":0.33752927},"labels":[],"label_agreement":null},{"id":"W2086439366","doi":"10.1177/1056789513489322","title":"Postbuckling response of composite laminated plates with evolving damage","year":2013,"lang":"en","type":"article","venue":"International Journal of Damage Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Buckling; Boundary value problem; Structural engineering; Nonlinear system; Finite element method; Displacement field; Parametric statistics; Stiffness; Mechanics; Composite material; Mathematics; Mathematical analysis; Physics; Engineering","score_opus":0.002700116708868509,"score_gpt":0.1907439943833348,"score_spread":0.1880438776744663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086439366","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90354675,0.00011734338,0.09564966,0.00011433426,0.00029181427,0.000055938777,0.0000074713917,0.000023667773,0.00019302171],"genre_scores_gemma":[0.9852866,0.000049988368,0.0145008,0.00002788176,0.000070717935,7.172036e-7,0.000012724408,0.000022884975,0.000027706288],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989075,0.00004782481,0.00045595856,0.000074393174,0.00040623746,0.00010805373],"domain_scores_gemma":[0.9983497,0.00011973633,0.0002663035,0.00011499255,0.001092765,0.000056455723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024703078,0.00012630802,0.00021953395,0.00036964894,0.000026385042,0.00009406868,0.0003503093,0.00005045546,0.00020124512],"category_scores_gemma":[0.000056238136,0.00010393631,0.00008805345,0.00019029416,0.000012165653,0.0004275001,0.000040896306,0.00018546503,0.0000037040772],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028347428,0.00003891918,0.0008409007,0.000019702647,0.0006186576,0.0000813531,0.0006155178,0.4113063,0.58433086,0.00029979975,0.00024680467,0.0013177427],"study_design_scores_gemma":[0.0008197279,0.0001967921,0.007971039,0.00026377896,0.00009522375,0.00012804216,0.00025453226,0.900676,0.08884595,0.00046684954,0.000100425845,0.00018164808],"about_ca_topic_score_codex":0.000012668097,"about_ca_topic_score_gemma":0.000005317836,"teacher_disagreement_score":0.4954849,"about_ca_system_score_codex":0.000085642125,"about_ca_system_score_gemma":0.000023640261,"threshold_uncertainty_score":0.42384},"labels":[],"label_agreement":null},{"id":"W2086679883","doi":"10.1016/j.ijpvp.2010.03.025","title":"Shell analysis of thin-walled pipes. Part I – Field equations and solution","year":2010,"lang":"en","type":"article","venue":"International Journal of Pressure Vessels and Piping","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Ministry of Transportation of Ontario","funders":"","keywords":"Shell (structure); Field (mathematics); Engineering; Mechanical engineering; Structural engineering; Materials science; Mechanics; Physics; Mathematics","score_opus":0.005598314666898705,"score_gpt":0.22902814931446122,"score_spread":0.22342983464756253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086679883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.786429,0.0015095765,0.20914565,0.0006334297,0.0012018658,0.000053597363,0.000016378712,0.000018341912,0.0009921534],"genre_scores_gemma":[0.9979573,0.00036922662,0.001411379,0.00003558642,0.00018697961,6.4296904e-7,0.000007425823,0.000004860744,0.000026591879],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999344,0.000014953143,0.0003270784,0.00006598504,0.0001891844,0.000058805625],"domain_scores_gemma":[0.9993355,0.00015048942,0.00015800935,0.00006127421,0.000254191,0.000040527808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018810666,0.00006927948,0.00019263051,0.00031569815,0.000032794385,0.000060454437,0.000108162196,0.000055063865,0.00013850343],"category_scores_gemma":[0.000072256786,0.000060338247,0.00008698721,0.00014549721,0.000017786586,0.0001923937,0.000023710321,0.00015693126,1.17258345e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000104748564,0.00007003112,0.014492836,0.00010858319,0.013562368,0.00001403118,0.007999536,0.7747675,0.14590368,0.005841047,0.0011961653,0.03593944],"study_design_scores_gemma":[0.00037189564,0.000033282566,0.008052152,0.000059233218,0.0016801076,0.000017145145,0.00008870344,0.9785402,0.0051144147,0.00039518054,0.0055168057,0.00013090976],"about_ca_topic_score_codex":0.000015479518,"about_ca_topic_score_gemma":0.00005474372,"teacher_disagreement_score":0.2115283,"about_ca_system_score_codex":0.000004885174,"about_ca_system_score_gemma":0.000008798131,"threshold_uncertainty_score":0.24605224},"labels":[],"label_agreement":null},{"id":"W2086891174","doi":"10.1016/j.jsv.2013.02.015","title":"Theory and experiments for nonlinear vibrations of imperfect rectangular plates with free edges","year":2013,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Università degli Studi di Napoli Federico II","keywords":"Nonlinear system; Vibration; Mathematical analysis; Mathematics; Numerical continuation; Normal mode; Chebyshev polynomials; Discretization; Numerical analysis; Geometry; Bifurcation; Physics; Acoustics","score_opus":0.0052866995627709,"score_gpt":0.21366440683259438,"score_spread":0.2083777072698235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086891174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77015215,0.0006436174,0.22901574,0.000029193288,0.00003197279,0.00007430704,0.0000034879424,0.0000049795253,0.000044524837],"genre_scores_gemma":[0.9805543,0.000104486724,0.019222762,0.00001009353,0.00008771934,0.0000018074569,0.000006878643,0.000007155232,0.0000048165675],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996887,0.000012105077,0.00016484241,0.00003815915,0.000054720076,0.000041496092],"domain_scores_gemma":[0.99970543,0.000059621314,0.00007799517,0.000045049368,0.000086913285,0.00002497532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007096907,0.00005528057,0.000112039015,0.00006616736,0.000043608772,0.00005190919,0.000026515245,0.000026983449,0.000015467236],"category_scores_gemma":[0.000015699687,0.000038641494,0.000024299237,0.0000487133,0.000017071174,0.00031879888,0.000004896628,0.00003287332,6.271205e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027535562,0.00006457298,0.0050939256,0.00022334147,0.00072156027,0.0000010461017,0.0049151266,0.06543031,0.903679,0.004389666,0.0006480301,0.014558034],"study_design_scores_gemma":[0.0035486175,0.0017839504,0.015636994,0.00020989873,0.00051940855,0.00010075493,0.0023694446,0.48339176,0.455175,0.036493964,0.0002953988,0.0004747847],"about_ca_topic_score_codex":0.000001636949,"about_ca_topic_score_gemma":0.0000036646463,"teacher_disagreement_score":0.44850403,"about_ca_system_score_codex":0.00000629948,"about_ca_system_score_gemma":0.0000051092934,"threshold_uncertainty_score":0.15757544},"labels":[],"label_agreement":null},{"id":"W2087217585","doi":"10.1006/jsvi.2000.3243","title":"FREE VIBRATION OF ANNULAR ELLIPTIC PLATES USING BOUNDARY CHARACTERISTIC ORTHOGONAL POLYNOMIALS AS SHAPE FUNCTIONS IN THE RAYLEIGH–RITZ METHOD","year":2001,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Thermoelastic damping; Boundary value problem; Mathematics; Mathematical analysis; Separation of variables; Nyström method; Equations of motion; Ritz method; Vibration; Quadrature (astronomy); Thermal conduction; Normal mode; Differential equation; Mechanics; Thermal; Classical mechanics; Physics; Thermodynamics","score_opus":0.011649119790660174,"score_gpt":0.24848475193061997,"score_spread":0.2368356321399598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087217585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7911886,0.0007676642,0.20765081,0.00011554772,0.00016000321,0.000058113954,0.0000042899555,0.0000053174913,0.00004966196],"genre_scores_gemma":[0.9955369,0.00033094356,0.0037443303,0.000066701,0.00028483846,6.2471094e-7,0.000022829814,0.000009434718,0.0000033557612],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991042,0.000078422076,0.00048498067,0.00007102625,0.0001754679,0.00008590902],"domain_scores_gemma":[0.99947363,0.000100322635,0.0002142811,0.000093525385,0.000089279034,0.000028985009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003716849,0.00009821509,0.00020617724,0.00021393456,0.000102791884,0.00020969543,0.000078878074,0.00006243986,0.000072981806],"category_scores_gemma":[0.000035791698,0.00007428404,0.000070658156,0.00026795964,0.000020657346,0.0008991673,0.000009155702,0.00013843567,4.2742357e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002317032,0.00010349543,0.017129045,0.00010787121,0.00028261234,0.000026845511,0.003546758,0.63086057,0.3320064,0.001068143,0.000088348985,0.014548236],"study_design_scores_gemma":[0.0006958712,0.00018866922,0.060932428,0.0001075275,0.00026569175,0.00040993592,0.0009508799,0.92916584,0.0020182596,0.004643281,0.00043626074,0.0001853735],"about_ca_topic_score_codex":0.0000073598685,"about_ca_topic_score_gemma":0.000016723956,"teacher_disagreement_score":0.32998815,"about_ca_system_score_codex":0.00003123549,"about_ca_system_score_gemma":0.000026254094,"threshold_uncertainty_score":0.30292153},"labels":[],"label_agreement":null},{"id":"W2088220987","doi":"10.1016/s0020-7462(02)00060-4","title":"On the finite displacement analysis of quadrangular plates","year":2003,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Displacement (psychology); Finite element method; Mathematics; Materials science; Structural engineering; Geometry; Engineering; Psychology; Psychoanalysis","score_opus":0.006974097631265113,"score_gpt":0.23847567155587981,"score_spread":0.2315015739246147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088220987","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18754287,0.0001780416,0.8107335,0.00014993973,0.00076548354,0.000050030623,0.000019884643,0.000007748592,0.0005524965],"genre_scores_gemma":[0.99739504,0.00017032176,0.002240037,0.00009082493,0.00006172739,6.03949e-7,0.000011603068,0.000009973481,0.000019848085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99901223,0.000029227189,0.00040721515,0.000058046768,0.00042218957,0.000071076276],"domain_scores_gemma":[0.99917537,0.00017357855,0.00019720379,0.00011666954,0.00031141224,0.000025755151],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002979538,0.00009134521,0.00020380152,0.00036102004,0.000021526319,0.000023006402,0.00024189359,0.00003569341,0.00030978952],"category_scores_gemma":[0.000100317695,0.0000623205,0.00025590244,0.00035628528,0.000006021735,0.000057286325,0.000011604836,0.00012760295,0.0000028265715],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022822263,0.000024553774,0.000055735098,0.0000022766974,0.0023498766,0.000006188048,0.00011638441,0.98597497,0.00252132,0.008491111,0.00016006756,0.00027470922],"study_design_scores_gemma":[0.0002294748,0.000050522576,0.00009124878,0.00002462451,0.00048515692,0.000004845853,0.000042144275,0.9868041,0.009924171,0.0009071847,0.0013703571,0.000066134366],"about_ca_topic_score_codex":0.000002629949,"about_ca_topic_score_gemma":0.000007527618,"teacher_disagreement_score":0.8098522,"about_ca_system_score_codex":0.000055925477,"about_ca_system_score_gemma":0.000014569057,"threshold_uncertainty_score":0.33919778},"labels":[],"label_agreement":null},{"id":"W2089353676","doi":"10.1115/imece2011-64349","title":"Analysis of Nonlinear Forced Vibrations of Shallow Shells With Cut-Outs by Using the R-Function Method","year":2011,"lang":"en","type":"article","venue":"Volume 7: Dynamic Systems and Control; Mechatronics and Intelligent Machines, Parts A and B","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Canada Research Chairs; McGill University","keywords":"Nonlinear system; Mathematical analysis; Mathematics; Chebyshev polynomials; Vibration; Bifurcation; Physics","score_opus":0.006434964812423209,"score_gpt":0.20836101127140164,"score_spread":0.20192604645897844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089353676","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13975948,0.0049696057,0.8547711,0.000010008397,0.00007463657,0.00022886548,0.000084637824,0.000015904687,0.00008578585],"genre_scores_gemma":[0.99754846,0.00060900976,0.0016622772,0.000010546987,0.000015444284,0.000008469523,0.000058240894,0.000016231596,0.00007133654],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999052,0.000056719036,0.00042252545,0.00020064042,0.00012667969,0.00014147286],"domain_scores_gemma":[0.99946547,0.000037931462,0.00017051601,0.0001800985,0.00009164748,0.00005434609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023409986,0.00018425388,0.00049645116,0.00016837721,0.00010226825,0.000050699848,0.00006196508,0.00007104753,0.000030108311],"category_scores_gemma":[0.000003308565,0.000118314725,0.00009398011,0.00027047776,0.000040266154,0.00009370943,0.000019180681,0.00007891328,9.767561e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024017804,0.00008140115,0.020524886,0.00035410153,0.0075336946,0.0000010688947,0.0017918239,0.91927797,0.014767821,0.0087208785,0.000023804789,0.026682379],"study_design_scores_gemma":[0.0002590131,0.0001468359,0.00052320876,0.00003012022,0.0020891211,0.000004807998,0.00018552975,0.99620235,0.000080709535,0.000043690034,0.0003022858,0.00013232745],"about_ca_topic_score_codex":0.000795689,"about_ca_topic_score_gemma":0.00045703037,"teacher_disagreement_score":0.857789,"about_ca_system_score_codex":0.00001694169,"about_ca_system_score_gemma":0.000010911543,"threshold_uncertainty_score":0.48247343},"labels":[],"label_agreement":null},{"id":"W2090372896","doi":"10.1177/0731684406068402","title":"An Analysis of Weakly Bonded Laminated Cylindrical Panels","year":2006,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Materials science; Finite element method; Composite material; Structural engineering; Elasticity (physics); Slip (aerodynamics); Stress (linguistics); Shear (geology); Shear stress","score_opus":0.0027585426324967426,"score_gpt":0.18964953580608523,"score_spread":0.18689099317358848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090372896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8842563,0.000186189,0.11512122,0.0000068976733,0.00005817027,0.000022510025,0.000009338396,0.000014427383,0.00032491394],"genre_scores_gemma":[0.99572176,0.00007020547,0.00407377,0.0000064137885,0.00006052109,1.7360584e-7,0.000041862015,0.0000089369505,0.00001633904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906677,0.000015575873,0.0005466537,0.00006512001,0.00019763755,0.00010827166],"domain_scores_gemma":[0.9992981,0.00011196232,0.00021435408,0.000098193465,0.00020728257,0.000070097194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000785229,0.000119973294,0.00042090096,0.00048869767,0.000037392878,0.000055832443,0.00009596443,0.00006822665,0.000024092345],"category_scores_gemma":[0.000008719277,0.00009881946,0.00014877845,0.0005361236,0.000026677324,0.00012400346,0.000010654799,0.00011590034,2.1160227e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026502532,0.000009165575,0.0036076803,0.000012526144,0.00045002697,0.0000060974426,0.000048573434,0.88901955,0.10573153,0.00085118425,0.000026326496,0.00021081735],"study_design_scores_gemma":[0.00022841594,0.00012223018,0.039720938,0.000015890078,0.0012471311,0.000011785509,0.000024066572,0.9376578,0.020758923,0.000041248077,0.00006612057,0.000105460575],"about_ca_topic_score_codex":0.000016381347,"about_ca_topic_score_gemma":0.000009185415,"teacher_disagreement_score":0.111465454,"about_ca_system_score_codex":0.00002021511,"about_ca_system_score_gemma":0.0000091070615,"threshold_uncertainty_score":0.40297404},"labels":[],"label_agreement":null},{"id":"W2090994369","doi":"10.1115/detc2010-28484","title":"Nonlinear Vibrations of Cantilever Circular Cylindrical Shells","year":2010,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Cantilever; Nonlinear system; Vibration; Shell (structure); Bifurcation; Mathematical analysis; Chebyshev polynomials; Equations of motion; Amplitude; Physics; Classical mechanics; Mathematics; Mechanics; Materials science; Structural engineering; Optics; Acoustics; Engineering","score_opus":0.0034004781745100455,"score_gpt":0.19296051371635192,"score_spread":0.18956003554184186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090994369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6221957,0.000037984784,0.31133616,0.000071637165,0.00042357584,0.00009433035,0.000011927679,0.00015769473,0.065670975],"genre_scores_gemma":[0.97196853,0.000006936138,0.027830468,0.000016953918,0.00006818682,6.333697e-7,0.000019096924,0.000008105715,0.00008108549],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968064,0.0000028190084,0.00012649821,0.00005881102,0.000069396534,0.000061860155],"domain_scores_gemma":[0.99977374,0.000010922721,0.000010781256,0.00013650031,0.00003837143,0.000029665105],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000021145002,0.000051123796,0.00008568776,0.000050222177,0.000017111148,0.000010918656,0.000053074087,0.000045906836,0.0014960812],"category_scores_gemma":[0.000005267495,0.000044576416,0.000049698265,0.00012889226,0.000011517422,0.0000377491,0.000007788552,0.000084024374,0.000012171738],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015234134,0.000032314932,0.0018925196,0.00002746736,0.000099851866,0.0000017285691,0.00013733211,0.38786906,0.6043875,0.0016921215,0.00135275,0.0025058135],"study_design_scores_gemma":[0.00007125794,0.0000048432385,0.0024094812,0.0000014372525,0.000027830905,0.000002083367,0.0000052818277,0.93330526,0.06031401,0.000047943246,0.0037336142,0.000076930584],"about_ca_topic_score_codex":0.000013885467,"about_ca_topic_score_gemma":0.00008787864,"teacher_disagreement_score":0.5454362,"about_ca_system_score_codex":0.0000041127996,"about_ca_system_score_gemma":0.000006580494,"threshold_uncertainty_score":0.9994167},"labels":[],"label_agreement":null},{"id":"W2091025002","doi":"10.1016/j.nucengdes.2006.01.004","title":"Free vibrations of non-uniform composite cylindrical shells","year":2006,"lang":"en","type":"article","venue":"Nuclear Engineering and Design","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Composite number; Vibration; Materials science; Structural engineering; Composite material; Mechanics; Engineering; Acoustics; Physics","score_opus":0.004010159612961228,"score_gpt":0.16666594235806864,"score_spread":0.16265578274510742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091025002","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.049252436,0.00014127922,0.94718647,0.000019197809,0.000074972755,0.00007946755,0.000007667828,0.00018657217,0.003051909],"genre_scores_gemma":[0.89993,0.000023907649,0.09993153,0.0000058520327,0.000057592744,0.0000012084045,0.000008404422,0.000026430951,0.000015044338],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995525,0.0000044509143,0.00016874175,0.00008552338,0.00007964782,0.00010916026],"domain_scores_gemma":[0.99974924,0.000030367915,0.000016264197,0.00014631354,0.00002130378,0.00003648765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004048269,0.00010245221,0.00014683983,0.000104505096,0.000033946097,0.000031900854,0.000073999414,0.000057014993,0.000029089268],"category_scores_gemma":[0.0000036464312,0.00010292823,0.000040589402,0.00016175583,0.0000110266055,0.00007328049,0.000016607106,0.00007503224,0.0000030587228],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026433468,0.0000063875614,0.000018656905,0.00002168732,0.00001883108,9.916688e-7,0.000044333072,0.93194574,0.06619961,0.0007223296,0.00061228144,0.00040652617],"study_design_scores_gemma":[0.0001631307,0.000021678004,0.0020690814,0.000014113168,0.000027793825,0.0000043851574,0.0000038966305,0.9919503,0.005038624,0.00007611473,0.00051880605,0.000112109876],"about_ca_topic_score_codex":0.000014068865,"about_ca_topic_score_gemma":0.0000010396927,"teacher_disagreement_score":0.8506776,"about_ca_system_score_codex":0.000015455906,"about_ca_system_score_gemma":0.0000024242172,"threshold_uncertainty_score":0.41972914},"labels":[],"label_agreement":null},{"id":"W2093031934","doi":"10.1109/elnano.2014.6873951","title":"Nanostructures with shape memory effect: Modelling coupled dynamics","year":2014,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University; University of Toronto","funders":"Xunta de Galicia; Natural Sciences and Engineering Research Council of Canada; Türkiye Bilimsel ve Teknolojik Araştırma Kurumu","keywords":"Shape-memory alloy; SMA*; Microstructure; Nanostructure; Materials science; Isogeometric analysis; Phase (matter); Field (mathematics); Partial differential equation; Mechanics; Statistical physics; Computer science; Nanotechnology; Physics; Composite material; Mathematical analysis; Finite element method; Mathematics; Algorithm; Thermodynamics","score_opus":0.001534201899428994,"score_gpt":0.15262046879188546,"score_spread":0.15108626689245647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093031934","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35948536,0.000034774934,0.6326776,0.000009912694,0.00007039904,0.000063407075,9.092736e-7,0.00019166112,0.007465935],"genre_scores_gemma":[0.9897817,0.000008805777,0.009949824,0.000031687876,0.000060208087,0.0000028378977,0.000037385413,0.000027442762,0.000100116726],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994967,0.000011776389,0.00011173884,0.00012773811,0.00011677636,0.00013526418],"domain_scores_gemma":[0.99970293,0.000036724177,0.000016681688,0.00016962906,0.000030348308,0.000043661494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000051628638,0.000140435,0.00017187367,0.00006537214,0.000052338455,0.00004507464,0.00008048825,0.000051463237,0.00013793632],"category_scores_gemma":[0.000002497004,0.00009893095,0.000040492785,0.00014378334,0.000012161048,0.0000637006,0.000009918995,0.00008072898,0.000004858476],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000731502,9.57597e-7,0.00017415815,0.00002087839,0.00003797613,4.830407e-7,0.000027973068,0.9943675,0.00046163503,0.00059237983,0.000030761395,0.004277995],"study_design_scores_gemma":[0.00021144956,0.000037880578,0.00012778648,0.000008094139,0.000051299485,0.000003912791,0.0000056423714,0.99813676,0.0011240805,0.0000831402,0.00006111917,0.00014885337],"about_ca_topic_score_codex":0.000028971614,"about_ca_topic_score_gemma":0.00014265813,"teacher_disagreement_score":0.63029635,"about_ca_system_score_codex":0.000034258403,"about_ca_system_score_gemma":0.0000025894683,"threshold_uncertainty_score":0.4034287},"labels":[],"label_agreement":null},{"id":"W2093214505","doi":"10.1002/zamm.200900319","title":"Actuator/sensor modeling for vibration of FGM solid circular plate using Reissner‐Mindlin plate theory","year":2010,"lang":"en","type":"article","venue":"ZAMM ‐ Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Tellabs (Canada)","funders":"","keywords":"Plate theory; Vibration; Boundary value problem; Actuator; RADIUS; Hamilton's principle; Natural frequency; Mathematical analysis; Physics; Differential equation; Functionally graded material; Piezoelectricity; Material properties; Mathematics; Acoustics; Engineering","score_opus":0.012272632479147838,"score_gpt":0.24997879817357296,"score_spread":0.23770616569442513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093214505","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.102351114,0.00033439635,0.89606595,0.000013248273,0.000344347,0.0004850379,0.000029558742,0.000048956827,0.00032741952],"genre_scores_gemma":[0.52499115,0.0002790114,0.47437164,0.00002284115,0.00019712234,0.000010273275,0.000013690158,0.00010884567,0.0000054567827],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975868,0.000015255036,0.0013258735,0.0002582151,0.00044331542,0.00037056545],"domain_scores_gemma":[0.9980163,0.00019177196,0.00083247444,0.00038307687,0.00038076335,0.00019558765],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001303485,0.00043987297,0.0009916989,0.0004276492,0.00017821549,0.00012457896,0.00028793752,0.00031939297,0.00004315702],"category_scores_gemma":[0.0000674076,0.00037945661,0.00027126173,0.0002462612,0.000022377295,0.00024049591,0.00006357412,0.0004269147,0.0000012048347],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000651781,0.000062785635,2.1646345e-8,0.0005248144,0.00036344214,0.0000027418776,0.0014471406,0.050652124,0.6347952,0.31102902,0.0000061494934,0.0010514025],"study_design_scores_gemma":[0.0007613695,0.00007595327,2.4575918e-8,0.00015756373,0.0005004857,0.00006959938,0.0005015918,0.6327766,0.24418497,0.12062575,0.00008131567,0.0002647774],"about_ca_topic_score_codex":0.0000016040516,"about_ca_topic_score_gemma":0.0000055846763,"teacher_disagreement_score":0.5821245,"about_ca_system_score_codex":0.000018978655,"about_ca_system_score_gemma":0.000066657165,"threshold_uncertainty_score":0.9998657},"labels":[],"label_agreement":null},{"id":"W2096946704","doi":"10.2514/1.j051016","title":"On Strain-Rate Dependence of Kinetic Energy in Homogenization Approach: Theory and Experiment","year":2012,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; Defense Advanced Research Projects Agency","keywords":"Homogenization (climate); Kinetic energy; Materials science; Strain rate; Mechanics; Thermodynamics; Classical mechanics; Physics; Composite material","score_opus":0.005718594403220243,"score_gpt":0.20045937442948325,"score_spread":0.194740780026263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096946704","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6947358,0.0022725584,0.3008833,0.0000067345845,0.00010464983,0.000027549242,0.0000012899789,0.000010016631,0.0019580573],"genre_scores_gemma":[0.99830234,0.00020823021,0.0013950891,0.000016354068,0.00005615265,0.0000010272713,0.0000034989878,0.000007842495,0.00000944617],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995812,0.000054150714,0.00014759228,0.000043629803,0.00007642709,0.00009696651],"domain_scores_gemma":[0.9998244,0.000027197879,0.000035262885,0.000053732314,0.000016501655,0.00004287679],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001896376,0.00006214588,0.00008551973,0.0001051804,0.000021112048,0.000015704718,0.00003943565,0.000027480259,0.000051688177],"category_scores_gemma":[0.0000075677576,0.000052642106,0.000020942976,0.00010082993,0.000009576782,0.00009001012,0.0000073045703,0.00006759714,2.603241e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039860457,0.00006861141,0.0023988779,0.000020249812,0.00007959747,0.0000027059518,0.0022751878,0.8344256,0.08545699,0.048985243,0.000048684164,0.026198335],"study_design_scores_gemma":[0.003059055,0.0004019354,0.1286726,0.00024741274,0.00027099278,0.0003567059,0.00152656,0.6340674,0.20319177,0.026311418,0.0007255734,0.0011685789],"about_ca_topic_score_codex":0.000002697313,"about_ca_topic_score_gemma":0.0000020004786,"teacher_disagreement_score":0.30356652,"about_ca_system_score_codex":0.000023835228,"about_ca_system_score_gemma":0.0000035358223,"threshold_uncertainty_score":0.21466827},"labels":[],"label_agreement":null},{"id":"W2099038037","doi":"10.1163/1573611054455166","title":"A Numerical Free Vibration Analysis of Annular Elliptic Plates","year":2005,"lang":"en","type":"article","venue":"Multidiscipline Modeling in Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Ellipse; Interpolation (computer graphics); Geometry; Mathematics; Vibration; Displacement (psychology); Mathematical analysis; Physics; Classical mechanics; Motion (physics)","score_opus":0.009002651576556562,"score_gpt":0.2249781562975693,"score_spread":0.21597550472101273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099038037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91166836,0.00035332234,0.08771194,0.000036077174,0.00006071109,0.000072074195,0.000038371014,0.00004046419,0.00001868211],"genre_scores_gemma":[0.9818965,0.00010477879,0.017773809,0.0000073920087,0.00008097374,0.000003921032,0.0001156234,0.000015265037,0.000001690802],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999052,0.000024053928,0.0004766611,0.00018523505,0.0001196288,0.00014244848],"domain_scores_gemma":[0.9996543,0.000018842771,0.000051921557,0.00020320756,0.000036914436,0.000034797817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009962923,0.00015742837,0.00042289728,0.0003542564,0.000042411855,0.00005317421,0.00010145338,0.000081877115,0.000088262736],"category_scores_gemma":[0.000013495418,0.00013290811,0.000060777646,0.00036603937,0.000016080707,0.00012270977,0.000038357855,0.000056053388,2.6799734e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000160221,0.0000058404407,0.00075259333,0.000029270072,0.00014330445,4.159558e-7,0.00051538413,0.9259314,0.071898215,0.00015145392,0.000002288288,0.0005538087],"study_design_scores_gemma":[0.00023011606,0.000008585363,0.008337136,0.000009723992,0.00021401761,6.52974e-7,0.000026917336,0.9707077,0.01969854,0.0006249269,0.000003401061,0.00013828899],"about_ca_topic_score_codex":0.0000812582,"about_ca_topic_score_gemma":0.00013100926,"teacher_disagreement_score":0.07022819,"about_ca_system_score_codex":0.000022652399,"about_ca_system_score_gemma":0.0000037940738,"threshold_uncertainty_score":0.54198354},"labels":[],"label_agreement":null},{"id":"W2099329994","doi":"10.1115/1.1331282","title":"Free Vibration of a Spinning Stepped Timoshenko Beam","year":2000,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Toronto Metropolitan University","funders":"","keywords":"Timoshenko beam theory; Vibration; Lagrange multiplier; Beam (structure); Finite element method; Substructure; Equations of motion; Natural frequency; Normal mode; Spinning; Ritz method; Eigenvalues and eigenvectors; Modal analysis using FEM; Mathematical analysis; Structural engineering; Physics; Mathematics; Materials science; Modal testing; Classical mechanics; Acoustics; Engineering","score_opus":0.0030878183011352283,"score_gpt":0.1731826307116917,"score_spread":0.1700948124105565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099329994","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29701102,0.00021586861,0.69093573,0.00004664972,0.00026774954,0.00014785505,0.000007702661,0.00005322333,0.011314203],"genre_scores_gemma":[0.9776757,0.00014001068,0.021985253,0.00003120942,0.00013436255,6.9613606e-7,0.000004525063,0.000017892917,0.000010349267],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992385,0.0000042522147,0.0004148015,0.000053230848,0.00020047519,0.00008876427],"domain_scores_gemma":[0.9995919,0.00001217069,0.00014308743,0.00014383855,0.000067393536,0.000041596486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012618049,0.00008801835,0.00022319502,0.00011461851,0.000023992428,0.000017456327,0.00014420017,0.00006028511,0.00027334722],"category_scores_gemma":[0.0000041507897,0.000080317324,0.00008561513,0.00021515058,0.0000033236754,0.00009190765,0.000009970858,0.00012955304,0.0000020777723],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051179777,0.000013348045,0.000001746697,0.0000232154,0.000096013864,0.0000016949201,0.00021373988,0.87377506,0.10401017,0.0019017885,0.00034712636,0.019564936],"study_design_scores_gemma":[0.0015420263,0.00020451617,0.00011944908,0.00007123809,0.00032868178,0.0000307591,0.00013133619,0.7950842,0.18776876,0.010524588,0.0039024698,0.00029198098],"about_ca_topic_score_codex":8.0044816e-7,"about_ca_topic_score_gemma":0.0000015227357,"teacher_disagreement_score":0.68066466,"about_ca_system_score_codex":0.000035251156,"about_ca_system_score_gemma":0.0000119270035,"threshold_uncertainty_score":0.32752454},"labels":[],"label_agreement":null},{"id":"W2099482667","doi":"10.2514/6.2002-1408","title":"Optimization of Perfect and Imperfect Ring and Stringer Stiffened Cylindrical Shells with PANDA2 and Evaluation of the Optimum Designs with STAGS","year":2002,"lang":"en","type":"article","venue":"43rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lockheed Martin (Canada)","funders":"","keywords":"Stringer; Imperfect; Ring (chemistry); Structural engineering; Shell (structure); Computer science; Mathematics; Engineering; Mechanical engineering; Chemistry","score_opus":0.013577701349259813,"score_gpt":0.20764063717020945,"score_spread":0.19406293582094963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099482667","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9893016,0.0007436075,0.008627987,0.000033640503,0.0001872711,0.0007270253,0.00018900956,0.00005617873,0.00013363227],"genre_scores_gemma":[0.9915703,0.0008310228,0.0073692417,0.000011759526,0.000059101912,0.000013011388,0.000080113365,0.000051862287,0.00001361453],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977705,0.00020784354,0.00060364895,0.000574181,0.00048184342,0.0003619878],"domain_scores_gemma":[0.9986901,0.000091060756,0.00033389032,0.0003791804,0.00036365684,0.0001420605],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00027689367,0.00053953193,0.00079633464,0.00018843461,0.00023770599,0.00027233138,0.00018793705,0.00021366196,0.00020766037],"category_scores_gemma":[0.000042695166,0.00035892148,0.000048144764,0.00024295291,0.00042457273,0.00033673208,0.00013005215,0.00021048282,8.15932e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008735827,0.00003078633,0.016368335,0.0018380546,0.0012379709,0.000007510382,0.004234251,0.78858745,0.10225599,0.009051471,0.00001708737,0.075497486],"study_design_scores_gemma":[0.0020944788,0.00029242714,0.11689061,0.00019377068,0.00071109505,0.00011693405,0.0001615998,0.86583716,0.012574488,0.00057237514,0.0000024675837,0.00055260904],"about_ca_topic_score_codex":0.0001519763,"about_ca_topic_score_gemma":0.0002626668,"teacher_disagreement_score":0.10052227,"about_ca_system_score_codex":0.000079149686,"about_ca_system_score_gemma":0.000041759675,"threshold_uncertainty_score":0.9998863},"labels":[],"label_agreement":null},{"id":"W2100713686","doi":"10.1115/imece2012-89724","title":"Large Amplitude Vibrations of Completely Free Rectangular Plates","year":2012,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mathematical analysis; Nonlinear system; Mathematics; Vibration; Chebyshev polynomials; Normal mode; Discretization; Bifurcation; Geometry; Physics","score_opus":0.007751972341381312,"score_gpt":0.2070827944122608,"score_spread":0.1993308220708795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100713686","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11037132,0.00089072704,0.84990567,0.000040944666,0.00017692977,0.000088376786,0.000034809873,0.00020628262,0.038284954],"genre_scores_gemma":[0.9843613,0.000014538358,0.01545594,0.000018862858,0.000057054305,0.0000016237582,0.000042169322,0.0000090898,0.00003942602],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996298,0.0000067132273,0.0001338225,0.00004185068,0.00006679423,0.00012102269],"domain_scores_gemma":[0.9997315,0.000021257578,0.000015591231,0.00017353328,0.0000235006,0.00003464983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000045003126,0.000059239937,0.000102474274,0.000054370095,0.00002890375,0.000010334087,0.00007174343,0.000027899734,0.00058573566],"category_scores_gemma":[0.000007903131,0.000052336294,0.000044845336,0.00014216572,0.000005938509,0.000114266666,0.000019596258,0.000033787164,0.0000072810035],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014701767,0.00020549286,0.048127674,0.0001732912,0.00088998274,0.0000011806588,0.005360418,0.4700083,0.22785573,0.21534654,0.028466498,0.0035501525],"study_design_scores_gemma":[0.0010176637,0.00005358466,0.08595805,0.00002957167,0.00027596147,0.000007734012,0.0004464583,0.7732495,0.08131083,0.0028323794,0.054074228,0.0007440135],"about_ca_topic_score_codex":0.000010703528,"about_ca_topic_score_gemma":0.00004755252,"teacher_disagreement_score":0.87399,"about_ca_system_score_codex":0.000010820053,"about_ca_system_score_gemma":0.0000015357846,"threshold_uncertainty_score":0.6413395},"labels":[],"label_agreement":null},{"id":"W2101891701","doi":"10.1002/nme.1791","title":"Corotational non‐linear analysis of thin plates and shells using a new shell element","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Tangent stiffness matrix; Tangent; Shell (structure); Structural engineering; Bending; Stiffness matrix; Bending of plates; Element (criminal law); Finite element method; Bending stiffness; Matrix (chemical analysis); Engineering; Composite material; Materials science; Geometry; Mathematics","score_opus":0.013106722043363318,"score_gpt":0.3406967167351156,"score_spread":0.32758999469175226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2101891701","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.048823047,0.00026605188,0.9502657,0.000029581739,0.0004773877,0.00006667884,0.00001258144,0.000018184928,0.000040790987],"genre_scores_gemma":[0.27119112,0.000037576225,0.7285028,0.000009655484,0.00020380015,0.0000021167714,0.000022342634,0.000017285467,0.000013265563],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99894583,0.000019226141,0.000553588,0.000121883786,0.00021450175,0.00014496734],"domain_scores_gemma":[0.99942,0.0002478205,0.000098784876,0.00005790063,0.000117393705,0.00005813758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003029348,0.00013495324,0.0003115621,0.00071377377,0.000022123902,0.000047699185,0.00014134272,0.00005089423,0.000058533453],"category_scores_gemma":[0.000062051644,0.00013323587,0.00016964364,0.0004941498,0.000008655921,0.00013128108,0.000023522056,0.00014704424,1.3558581e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001463652,0.000011633184,0.0016408124,0.000010972677,0.0006024127,0.0000031673276,0.0000852896,0.97118956,0.021679793,0.0002496247,0.000019018587,0.0044930833],"study_design_scores_gemma":[0.00033333755,0.000015168807,0.004520434,0.000029212322,0.00022781643,0.000016444987,0.000011424565,0.9891837,0.004715149,0.00043177995,0.00038890538,0.00012662917],"about_ca_topic_score_codex":0.00006491463,"about_ca_topic_score_gemma":0.000005474006,"teacher_disagreement_score":0.22236808,"about_ca_system_score_codex":0.00013664427,"about_ca_system_score_gemma":0.000015328716,"threshold_uncertainty_score":0.5433201},"labels":[],"label_agreement":null},{"id":"W2104097025","doi":"10.1007/s00158-007-0099-1","title":"The FEM optimization of active vibration control in structures by solving the corresponding two-point-boundary-value problem","year":2007,"lang":"en","type":"article","venue":"Structural and Multidisciplinary Optimization","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Finite element method; Boundary value problem; Mathematics; Optimal control; Ordinary differential equation; Modal analysis; Vibration; Modal analysis using FEM; Mathematical analysis; Control theory (sociology); Mathematical optimization; Applied mathematics; Differential equation; Computer science; Modal testing; Structural engineering; Engineering; Control (management); Physics","score_opus":0.003218253035626339,"score_gpt":0.22830804793240714,"score_spread":0.2250897948967808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2104097025","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24277107,0.0008344521,0.7544926,0.00024256128,0.00040371597,0.00078953494,0.000035743866,0.00009068174,0.00033966327],"genre_scores_gemma":[0.97581047,0.00025159738,0.023561278,0.000020659132,0.000091434544,0.0000129326845,0.00019950618,0.000033269156,0.00001887464],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984329,0.00010307754,0.00061238994,0.00027265598,0.00025087796,0.0003281291],"domain_scores_gemma":[0.9990902,0.00028147886,0.00022724584,0.00020933841,0.00013110129,0.0000606624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040337513,0.00027478614,0.00026186433,0.00016928995,0.0007654473,0.00015996996,0.0001896208,0.000100242905,0.000018778583],"category_scores_gemma":[0.000037279904,0.00017564435,0.00006854837,0.0005935967,0.00015693232,0.00054969615,0.00006310294,0.0002406399,1.5489272e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001930228,0.000004201108,0.0009353222,0.000026959528,0.000048084898,8.08058e-7,0.0013099093,0.9860593,0.0040807435,0.0005355189,0.000024605966,0.006781527],"study_design_scores_gemma":[0.00092802435,0.00004601685,0.008772181,0.0000243061,0.00007868521,0.000011154824,0.000792838,0.98689556,0.0018283993,0.00039547318,0.000014269436,0.00021308428],"about_ca_topic_score_codex":0.000049623053,"about_ca_topic_score_gemma":0.0002130136,"teacher_disagreement_score":0.7330394,"about_ca_system_score_codex":0.0001235825,"about_ca_system_score_gemma":0.000021462483,"threshold_uncertainty_score":0.71625686},"labels":[],"label_agreement":null},{"id":"W2104547612","doi":"10.1002/nme.2934","title":"A new approach to plate theory based on through‐thickness homogenization","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canadian Space Agency; Connaught Fund; University of Toronto","keywords":"Homogenization (climate); Plate theory; Superposition principle; A priori and a posteriori; Mathematics; Displacement (psychology); Mathematical analysis; Bending of plates; Structural engineering; Boundary value problem; Engineering","score_opus":0.01348588782833509,"score_gpt":0.33142710981608653,"score_spread":0.31794122198775143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2104547612","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00036300562,0.000023277486,0.9948701,0.00013959873,0.0032970188,0.00012245643,0.0000043292507,0.00008427771,0.0010958974],"genre_scores_gemma":[0.047473673,0.000008338794,0.951555,0.00017973212,0.0006634823,0.000016800164,0.000014185191,0.000046705907,0.000042087504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902827,0.00004046289,0.00032946153,0.00017204546,0.00023787098,0.00019191587],"domain_scores_gemma":[0.99925536,0.00034406598,0.000042715157,0.00012930956,0.00011049508,0.000118074146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005421082,0.00016754448,0.00019769184,0.00035537055,0.000037941994,0.000119631804,0.0003354132,0.000095552445,0.000075389464],"category_scores_gemma":[0.00042461045,0.00015875576,0.00012573718,0.00036533084,0.0000048473285,0.00014682778,0.000020520623,0.00046825013,0.000003333867],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041751624,0.000016730854,0.000023306755,0.000007241398,0.000052923584,0.0000020338887,0.00015571114,0.9284504,0.010430986,0.0052257115,0.00011897508,0.055474218],"study_design_scores_gemma":[0.00037241515,0.000019738607,0.00016747278,0.000030319175,0.000013790712,0.000028835215,0.0000070015344,0.97981167,0.003313514,0.002028568,0.014020386,0.00018629048],"about_ca_topic_score_codex":0.0000043136833,"about_ca_topic_score_gemma":7.929736e-7,"teacher_disagreement_score":0.055287927,"about_ca_system_score_codex":0.00011552211,"about_ca_system_score_gemma":0.00002039826,"threshold_uncertainty_score":0.6473872},"labels":[],"label_agreement":null},{"id":"W2107641359","doi":"10.2514/6.2000-4835","title":"Optimum design of nonlinear symmetric truss structures under system stability constraint","year":2000,"lang":"en","type":"article","venue":"8th Symposium on Multidisciplinary Analysis and Optimization","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Truss; Constraint (computer-aided design); Nonlinear system; Stability (learning theory); Computer science; Control theory (sociology); Mathematics; Structural engineering; Engineering; Physics; Geometry; Artificial intelligence; Control (management)","score_opus":0.010092619838001846,"score_gpt":0.22288938389931978,"score_spread":0.21279676406131792,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2107641359","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14184009,0.00021242665,0.8556853,0.000050813105,0.00008550424,0.000388873,0.00007754708,0.00019489368,0.0014645311],"genre_scores_gemma":[0.9032103,0.0005726831,0.095783666,0.00000896765,0.000053927935,0.000012528326,0.00029121866,0.000034746823,0.000031998585],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99792564,0.00017336976,0.0007769804,0.00050493167,0.00034313268,0.00027594308],"domain_scores_gemma":[0.9989333,0.00015244287,0.00016103464,0.00047441482,0.00013587465,0.0001429347],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00031166244,0.00037168473,0.0007165081,0.0007906542,0.0002284746,0.00008746326,0.00016954493,0.00018695448,0.00044458586],"category_scores_gemma":[0.0000068159156,0.0003245445,0.0002720056,0.0022499019,0.00010675686,0.00020799736,0.000033405257,0.00016444288,0.0000024383123],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009658343,0.000059490623,0.0007331427,0.00009505818,0.0007737934,0.000001830203,0.00025117488,0.9953131,0.0009866969,0.00036593026,0.0000033409485,0.0013198468],"study_design_scores_gemma":[0.00046885473,0.00012513252,0.0030107358,0.000029511075,0.0013873165,0.0000044327003,0.0002597895,0.99220675,0.0021550467,0.00002439464,0.0000040020204,0.0003240374],"about_ca_topic_score_codex":0.000018791161,"about_ca_topic_score_gemma":0.000005799988,"teacher_disagreement_score":0.7613702,"about_ca_system_score_codex":0.00013169317,"about_ca_system_score_gemma":0.000021684122,"threshold_uncertainty_score":0.99992067},"labels":[],"label_agreement":null},{"id":"W2112584753","doi":"10.1016/j.ijsolstr.2008.09.030","title":"Influence of the spatial variation of Poisson’s ratio upon the elastic field in nonhomogeneous axisymmetric bodies","year":2008,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rotational symmetry; Poisson's ratio; Variation (astronomy); Poisson distribution; Field (mathematics); Mathematics; Geometry; Physics; Mathematical analysis; Classical mechanics; Statistics; Astrophysics","score_opus":0.00380170234141492,"score_gpt":0.2057435038917776,"score_spread":0.20194180155036268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2112584753","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9926866,0.00036064794,0.006437837,0.00015353314,0.00025585623,0.00003436145,0.000004626104,0.0000018559257,0.00006462992],"genre_scores_gemma":[0.9992881,0.00031343516,0.0002442841,0.00003223761,0.000114042035,3.5320267e-7,7.7475295e-7,0.0000037595782,0.0000030285769],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99924713,0.0000238817,0.00036539213,0.00004284511,0.0002696784,0.00005104225],"domain_scores_gemma":[0.9993889,0.000109981316,0.00020505965,0.000062938474,0.00021995994,0.000013204372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007021568,0.000066826164,0.00013723786,0.00016876965,0.000032267468,0.000013582207,0.00020266353,0.000037020694,0.000012067632],"category_scores_gemma":[0.00010874733,0.00003854448,0.000064295986,0.00011446178,0.000031267566,0.0000780578,0.000025756062,0.000116773306,3.7095e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003753816,0.0000058467276,0.013877418,0.000008476763,0.00011323843,0.0000043941423,0.0012288658,0.9741253,0.007687596,0.0004541825,0.000020020612,0.002437094],"study_design_scores_gemma":[0.00031772864,0.000058268404,0.93473154,0.000039969946,0.00003790591,0.00014630842,0.000031703694,0.05017892,0.012586187,0.0017713229,0.000041233438,0.000058894446],"about_ca_topic_score_codex":0.00018472853,"about_ca_topic_score_gemma":0.00016013405,"teacher_disagreement_score":0.92394644,"about_ca_system_score_codex":0.000024567631,"about_ca_system_score_gemma":0.00002130299,"threshold_uncertainty_score":0.15717983},"labels":[],"label_agreement":null},{"id":"W2114485511","doi":"10.1186/2193-1801-3-272","title":"A structured approach to design-for-frequency problems using the Cayley-Hamilton theorem","year":2014,"lang":"en","type":"article","venue":"SpringerPlus","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Eigenvalues and eigenvectors; Inverse; Divide-and-conquer eigenvalue algorithm; Inverse iteration; Inverse problem; Mathematics; Applied mathematics; Computer science; Algebra over a field; Mathematical optimization; Pure mathematics; Mathematical analysis; Geometry; Physics","score_opus":0.014838999465659305,"score_gpt":0.21300807288682333,"score_spread":0.19816907342116402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114485511","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05490691,0.00015837247,0.94102424,0.000018802435,0.00023233784,0.00055972085,0.0000030044955,0.00015867614,0.0029379237],"genre_scores_gemma":[0.85819966,0.000006712236,0.14141594,0.00005650274,0.0002111712,0.000035849418,0.000008257304,0.000043662676,0.000022279808],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990599,0.000047432302,0.00022163679,0.00023428537,0.0001513393,0.00028537484],"domain_scores_gemma":[0.9993677,0.00004865733,0.00004072894,0.00040875762,0.00006331041,0.00007081834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028335105,0.00019691835,0.0002079095,0.000102825754,0.00016605662,0.000098410776,0.0002779064,0.00007147767,0.000009620977],"category_scores_gemma":[0.000024968105,0.00014043458,0.00009562606,0.0003307856,0.000022368367,0.00006566554,0.000026790849,0.000117080606,0.0000026143011],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005421627,0.0000033981958,0.00005576623,0.00003458654,0.000047890608,8.8335e-8,0.00087656436,0.9724651,0.019303681,0.004712811,0.000043117114,0.002451598],"study_design_scores_gemma":[0.00018303368,0.000026916536,0.00033859652,0.00001679902,0.00007321075,0.0000051065695,0.00002908475,0.99115974,0.0039663627,0.0027374348,0.0012299343,0.00023378579],"about_ca_topic_score_codex":0.00003086687,"about_ca_topic_score_gemma":0.000018070306,"teacher_disagreement_score":0.8032927,"about_ca_system_score_codex":0.00009624349,"about_ca_system_score_gemma":0.000011605631,"threshold_uncertainty_score":0.5726756},"labels":[],"label_agreement":null},{"id":"W2115078220","doi":"10.1142/s0219455412500307","title":"BUCKLING ANALYSIS OF TAPERED COMPOSITE PLATES USING RITZ METHOD BASED ON FIRST-ORDER SHEAR DEFORMATION THEORY","year":2012,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ritz method; Buckling; Structural engineering; Materials science; Composite number; Parametric statistics; Boundary value problem; Plate theory; Composite material; Finite element method; Engineering; Mathematics; Mathematical analysis","score_opus":0.00812591493809914,"score_gpt":0.2560031202403902,"score_spread":0.24787720530229104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115078220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6645477,0.00010754253,0.33496833,0.000032626296,0.0002084508,0.000030152509,0.000042602176,0.0000074350864,0.000055169134],"genre_scores_gemma":[0.9560319,0.000018827559,0.043792296,0.000021812813,0.0000634992,2.2526201e-7,0.00006332167,0.000007756446,3.5537516e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888986,0.00006808581,0.0005294203,0.00007494884,0.0003226024,0.00011506244],"domain_scores_gemma":[0.9989619,0.00024618692,0.00024613205,0.00009086509,0.00039106363,0.000063843065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043766017,0.0001276577,0.00030398634,0.00040308177,0.000069238326,0.000046952337,0.00013358546,0.00006512443,0.000090794485],"category_scores_gemma":[0.000052535026,0.00010358067,0.00017620665,0.00033396902,0.000036861715,0.00037791507,0.000022049499,0.00015423176,8.03306e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012133546,0.000012791744,0.030268239,0.000023614557,0.0007598895,5.663815e-7,0.00043872066,0.96267086,0.001231,0.00085283135,2.0557084e-7,0.0036199633],"study_design_scores_gemma":[0.00024452715,0.000021071683,0.05997327,0.000025751075,0.00047003574,0.000015279627,0.00012160482,0.93776375,0.00083268346,0.00043389815,0.0000044138214,0.000093707495],"about_ca_topic_score_codex":0.000033219538,"about_ca_topic_score_gemma":0.00004562907,"teacher_disagreement_score":0.2914842,"about_ca_system_score_codex":0.00022686081,"about_ca_system_score_gemma":0.000009655325,"threshold_uncertainty_score":0.42238972},"labels":[],"label_agreement":null},{"id":"W2116642935","doi":"10.1155/2014/153532","title":"On the Flexural-Torsional Vibration and Stability of Beams Subjected to Axial Load and End Moment","year":2014,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Structural engineering; Beam (structure); Torsion (gastropod); Bending stiffness; Vibration; Finite element method; Boundary value problem; Isotropy; Bending moment; Timoshenko beam theory; Conjugate beam method; Stiffness; Natural frequency; Buckling; Shear and moment diagram; Materials science; Physics; Mathematics; Engineering; Mathematical analysis; Acoustics","score_opus":0.004896877866055296,"score_gpt":0.18984742762592074,"score_spread":0.18495054975986544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2116642935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9388918,0.00004263642,0.0603612,0.00025971112,0.000048088943,0.00012706,0.000004914648,0.000018214723,0.00024633855],"genre_scores_gemma":[0.9992511,0.000020583033,0.00058358425,0.000057580328,0.000046773177,0.000004374522,0.00002727763,0.0000048325765,0.0000038750454],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995502,0.00003075714,0.0001301817,0.00011382933,0.000117250696,0.000057769135],"domain_scores_gemma":[0.9997613,0.00006132518,0.000022674725,0.00008257368,0.00003701828,0.000035112822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000097119155,0.00007489919,0.0000902889,0.000037091755,0.0000789966,0.000039835584,0.000020104664,0.000034183075,0.000042229334],"category_scores_gemma":[0.000020687914,0.00005378214,0.0000128167285,0.000086149616,0.000018917986,0.00009560634,0.000016083373,0.00003901724,3.6232677e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028252217,0.00005798513,0.009426317,0.00016543889,0.000108587235,1.8581885e-7,0.005042987,0.07767018,0.82633346,0.03062503,0.0005406412,0.049746685],"study_design_scores_gemma":[0.00046481358,0.0003262002,0.13237473,0.000029282379,0.000050579074,0.00000155078,0.00011533117,0.7241308,0.13981545,0.0020780026,0.000398475,0.00021478716],"about_ca_topic_score_codex":0.000017387503,"about_ca_topic_score_gemma":0.00006566191,"teacher_disagreement_score":0.686518,"about_ca_system_score_codex":0.000019403957,"about_ca_system_score_gemma":0.0000055589785,"threshold_uncertainty_score":0.21931721},"labels":[],"label_agreement":null},{"id":"W2116717548","doi":"10.1016/j.apm.2010.07.028","title":"Exact solutions for free flexural vibration of Lévy-type rectangular thick plates via third-order shear deformation plate theory","year":2010,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":107,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Plate theory; Boundary value problem; Vibration; Dimensionless quantity; Mathematics; Mathematical analysis; Exact solutions in general relativity; Bending of plates; Transverse plane; Normal mode; Geometry; Type (biology); Shear (geology); Bending; Structural engineering; Mechanics; Physics; Materials science; Engineering","score_opus":0.011340761564105824,"score_gpt":0.21073064464273028,"score_spread":0.19938988307862446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2116717548","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03696393,0.000056330828,0.9600136,0.000034922006,0.00010447787,0.0003654235,0.000006570959,0.00016426541,0.0022904621],"genre_scores_gemma":[0.7212444,0.000019585588,0.27851233,0.00001620049,0.000074089025,0.000025770596,0.00006581151,0.000031646126,0.000010173842],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989793,0.000010811499,0.0004447566,0.00014962364,0.000171121,0.00024443102],"domain_scores_gemma":[0.99922,0.00021877555,0.000082916464,0.0003096277,0.00011674672,0.000051925363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038566173,0.00017173616,0.0002690108,0.000103211714,0.00014550064,0.00004224594,0.0001475781,0.00017535468,0.00008142086],"category_scores_gemma":[0.000036894256,0.00015079572,0.00008612493,0.0002164469,0.000030932068,0.00018293373,0.000032057407,0.00021829388,0.000011384273],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026138441,0.000015675767,2.6873894e-7,0.00011278475,0.000053142227,5.453458e-8,0.00056756305,0.7716836,0.05962719,0.1669559,0.000029356463,0.0009283328],"study_design_scores_gemma":[0.00015353221,0.000012090209,0.0000011281726,0.00001576155,0.00006059234,0.0000017190955,0.000031498348,0.69124764,0.011036079,0.29730093,0.000022481205,0.000116564515],"about_ca_topic_score_codex":0.0000030863732,"about_ca_topic_score_gemma":0.0000057537454,"teacher_disagreement_score":0.68428046,"about_ca_system_score_codex":0.000028185215,"about_ca_system_score_gemma":0.000011467685,"threshold_uncertainty_score":0.6149271},"labels":[],"label_agreement":null},{"id":"W2121299478","doi":"10.5267/j.esm.2014.4.002","title":"Nonlinear forced vibration of hybrid composite rectangular plates","year":2014,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Composite number; Vibration; Nonlinear system; Materials science; Structural engineering; Composite material; Acoustics; Engineering; Physics","score_opus":0.0023202581879018455,"score_gpt":0.17368755024604476,"score_spread":0.1713672920581429,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121299478","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13452525,0.00012389189,0.8645547,0.000007913311,0.00031079855,0.00007687162,0.000007133856,0.00026747433,0.00012596969],"genre_scores_gemma":[0.9610488,0.000042181215,0.03863539,0.000011603662,0.00012268608,0.0000038462754,0.00008130631,0.000046103374,0.000008104943],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992771,0.000009403194,0.00028433505,0.00012631551,0.00013449676,0.00016830907],"domain_scores_gemma":[0.9995982,0.000034873196,0.000044400407,0.00021890001,0.000051983014,0.00005164591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010568385,0.00016020928,0.00025953518,0.0001456486,0.000028371383,0.000022759785,0.000111797526,0.000049328675,0.000017965112],"category_scores_gemma":[0.0000258206,0.00017259733,0.00008901582,0.00019747889,0.0000029189962,0.000093876086,0.000020013144,0.00010808913,0.0000041026565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002212053,0.000003624287,0.0000020444386,0.000044233493,0.000041989464,5.7331624e-7,0.00004064482,0.75869083,0.23958208,0.0010867727,0.00001632217,0.00048867136],"study_design_scores_gemma":[0.00011510661,0.000025813722,0.000009340921,0.000025184594,0.00003132399,0.000004594272,0.0000023631312,0.724353,0.27454808,0.00010571473,0.0006535491,0.00012590886],"about_ca_topic_score_codex":0.0000022300917,"about_ca_topic_score_gemma":0.0000012346908,"teacher_disagreement_score":0.82652354,"about_ca_system_score_codex":0.00003426049,"about_ca_system_score_gemma":0.0000039416136,"threshold_uncertainty_score":0.7038315},"labels":[],"label_agreement":null},{"id":"W2123465393","doi":"10.1177/0731684405042951","title":"Free-vibration of Composite Beam-columns with Stochastic Material and Geometric Properties Subjected to Random Axial Loads","year":2004,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Randomness; Materials science; Natural frequency; Composite number; Vibration; Beam (structure); Parametric statistics; Normal mode; Composite material; Structural engineering; Mathematics; Engineering; Physics; Acoustics","score_opus":0.003107651868224164,"score_gpt":0.15812625026452382,"score_spread":0.15501859839629964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2123465393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.715558,0.00014155933,0.28403682,0.00001912723,0.00009662654,0.00010452351,0.0000139978365,0.000013165216,0.000016198346],"genre_scores_gemma":[0.9910062,0.000056943158,0.008790015,0.0000130931185,0.00009845874,0.0000014101363,0.000012893664,0.00001599676,0.000004982938],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990683,0.000010004116,0.00045952087,0.00008601856,0.0002420613,0.00013410112],"domain_scores_gemma":[0.99931294,0.000065309505,0.00017937436,0.00009139331,0.00023689422,0.00011409368],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000070569695,0.00016580324,0.0003963209,0.00043842665,0.00007679838,0.00012945377,0.00010194925,0.000057921665,0.0000062289773],"category_scores_gemma":[0.00003194641,0.00012408504,0.000045336816,0.00037091985,0.000044033273,0.00018107302,0.000036184243,0.0001121526,1.9829722e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000678186,0.000006138076,0.00012841553,0.00005541319,0.00012514793,0.0000026812656,0.000265178,0.77562153,0.22291392,0.000044565204,0.000010218006,0.00014859183],"study_design_scores_gemma":[0.010603218,0.0032184764,0.008437399,0.0007725921,0.00076787226,0.0003134085,0.0001823205,0.32007256,0.6548036,0.000106874584,0.000042817574,0.0006788616],"about_ca_topic_score_codex":0.000023215449,"about_ca_topic_score_gemma":0.000013998456,"teacher_disagreement_score":0.45554897,"about_ca_system_score_codex":0.000032993907,"about_ca_system_score_gemma":0.000026413785,"threshold_uncertainty_score":0.5060041},"labels":[],"label_agreement":null},{"id":"W2125318452","doi":"10.1137/s1064827500376144","title":"A Newton-GMRES Approach for the Analysis of the Postbuckling Behavior of the Solutions of the von Kármán Equations","year":2003,"lang":"en","type":"article","venue":"SIAM Journal on Scientific Computing","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Generalized minimal residual method; Mathematics; Context (archaeology); Computation; Newton's method; Bifurcation; Applied mathematics; Iterative method; Algorithm; Mathematical analysis; Nonlinear system","score_opus":0.02145053431558714,"score_gpt":0.24602328766574652,"score_spread":0.2245727533501594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2125318452","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5098459,0.00041597793,0.48713046,0.00022882513,0.0014666254,0.0004284953,0.00003044835,0.000011271901,0.00044199204],"genre_scores_gemma":[0.9982056,0.000003035575,0.0016399194,0.000010300239,0.000040773688,0.0000019454592,0.0000028339366,0.000009430279,0.00008617123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984447,0.0001489562,0.00058479176,0.00014052582,0.0004896879,0.00019136857],"domain_scores_gemma":[0.99824077,0.000353077,0.00047439718,0.0005527656,0.00035254197,0.000026426802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013324702,0.000110892266,0.0002293272,0.00022091238,0.0011574031,0.00011531191,0.00062690274,0.000037769794,0.000015179108],"category_scores_gemma":[0.00023303855,0.00005109766,0.00071643194,0.002786451,0.0001698527,0.00005090558,0.00008549059,0.00024250562,9.480492e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015442346,0.000031217533,0.001795338,0.000009071383,0.00026299554,1.8659602e-8,0.0006996928,0.9868176,0.007387654,0.0016768577,0.00009453344,0.0012234553],"study_design_scores_gemma":[0.00011831902,0.000007121433,0.01869931,0.00004418163,0.0013117312,0.0000037414875,0.0003925772,0.97477996,0.004319934,0.00008614628,0.00017595649,0.000061027837],"about_ca_topic_score_codex":0.00001138894,"about_ca_topic_score_gemma":0.000044329125,"teacher_disagreement_score":0.4883597,"about_ca_system_score_codex":0.000054227607,"about_ca_system_score_gemma":0.00006714387,"threshold_uncertainty_score":0.89019257},"labels":[],"label_agreement":null},{"id":"W2127349587","doi":"10.1155/2014/253018","title":"Analysis of Free Edge Stresses in Composite Laminates Using Higher Order Theories","year":2014,"lang":"en","type":"article","venue":"Indian Journal of Materials Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Composite laminates; Enhanced Data Rates for GSM Evolution; Materials science; Structural engineering; Torque; Composite number; Moment (physics); Bending; Boundary value problem; Bending moment; Composite material; Mathematical analysis; Mathematics; Computer science; Engineering; Physics; Classical mechanics","score_opus":0.005091295226109463,"score_gpt":0.22230205559165148,"score_spread":0.21721076036554202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2127349587","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99569935,0.00009017713,0.0036988175,0.000015361838,0.00033333155,0.000019315943,0.000010126459,0.0000053371805,0.00012821365],"genre_scores_gemma":[0.9961455,0.000017776885,0.0037642915,0.0000074923805,0.00005554665,1.4817452e-7,0.000001522209,0.0000056513295,0.000002092782],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990671,0.0000487649,0.00043070829,0.000079907026,0.00023644883,0.0001370305],"domain_scores_gemma":[0.99932796,0.000048945465,0.00021254257,0.00015970987,0.00020751297,0.000043321907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006355479,0.00008418883,0.00034550586,0.00088570017,0.000044581444,0.000107530985,0.0003711292,0.000028482347,0.00012332328],"category_scores_gemma":[0.000058681133,0.000066838045,0.000048095357,0.0016356705,0.00014989928,0.00031672095,0.00003677609,0.00004634002,3.1510942e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000065709983,0.0000067591172,0.0055113584,0.00001752706,0.00006863828,0.0000042206384,0.0004001227,0.48718795,0.5062828,0.0002852773,0.0000019619263,0.00022679656],"study_design_scores_gemma":[0.0003155218,0.000051472252,0.1393769,0.00013149192,0.0003894879,0.000014336057,0.000095658106,0.037312113,0.8210069,0.0010930786,0.000023628309,0.00018939722],"about_ca_topic_score_codex":0.000027731374,"about_ca_topic_score_gemma":0.000029317584,"teacher_disagreement_score":0.44987583,"about_ca_system_score_codex":0.000039477804,"about_ca_system_score_gemma":0.00002707755,"threshold_uncertainty_score":0.27255762},"labels":[],"label_agreement":null},{"id":"W2127903928","doi":"10.1061/(asce)0893-1321(2010)23:1(34)","title":"Free Vibration Analysis of Cylindrical Shells Supported on Parts of the Edges","year":2009,"lang":"en","type":"article","venue":"Journal of Aerospace Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Quadrilateral; Vibration; Geometry; Shell (structure); Mathematics; Displacement (psychology); Surface (topology); Finite element method; Mathematical analysis; RADIUS; Computation; Convergence (economics); Degrees of freedom (physics and chemistry); Structural engineering; Physics; Algorithm; Materials science; Engineering","score_opus":0.004137305818750119,"score_gpt":0.18817821432519816,"score_spread":0.18404090850644803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2127903928","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84139913,0.0002731006,0.15739295,0.0002670699,0.00030896807,0.00006097064,0.000008250482,0.000022814625,0.00026675226],"genre_scores_gemma":[0.99759233,0.000052408646,0.0022517822,0.000012096332,0.00007065319,1.6467693e-7,0.000002495303,0.000009181838,0.000008909454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99908817,0.000012584917,0.00045881202,0.00005937361,0.0002791893,0.00010189521],"domain_scores_gemma":[0.99934554,0.00005002512,0.00021208917,0.00023322634,0.000114836825,0.000044291748],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012679861,0.00011170187,0.00037268578,0.00032951712,0.000015647987,0.000014561536,0.00019062361,0.000058746402,0.00002879422],"category_scores_gemma":[0.00005878531,0.00008128334,0.00031562182,0.0009403083,0.000008645747,0.0001016743,0.000011156344,0.0001635412,1.2475026e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000075422345,0.000016059295,0.00061433314,0.000010091926,0.0003945628,0.0000010796579,0.00014471632,0.93876326,0.059120163,0.000094794144,0.00017297342,0.0006604401],"study_design_scores_gemma":[0.00027708095,0.00012790273,0.15625578,0.00007246442,0.00095960306,0.0000045061456,0.000021335623,0.68423665,0.1578021,0.000018606574,0.000105117426,0.000118856384],"about_ca_topic_score_codex":0.0000011814775,"about_ca_topic_score_gemma":0.0000037771165,"teacher_disagreement_score":0.25452662,"about_ca_system_score_codex":0.000041508552,"about_ca_system_score_gemma":0.000010690952,"threshold_uncertainty_score":0.33146384},"labels":[],"label_agreement":null},{"id":"W2129368919","doi":"10.1007/s12206-012-0325-7","title":"Vibration of circular plate with multiple eccentric circular perforations by the Rayleigh-Ritz method","year":2012,"lang":"en","type":"article","venue":"Journal of Mechanical Science and Technology","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Rayleigh–Ritz method; Mathematics; Vibration; Mathematical analysis; Ritz method; Normal mode; Eigenvalues and eigenvectors; Boundary value problem; Vibration of plates; Bessel function; Trigonometric functions; Dimensionless quantity; Geometry; Physics; Acoustics; Mechanics","score_opus":0.004909196726220386,"score_gpt":0.21508022832004528,"score_spread":0.2101710315938249,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129368919","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3480841,0.0008497716,0.65035117,0.00053486566,0.00007098577,0.00006108863,0.0000012247111,0.000015519096,0.000031254123],"genre_scores_gemma":[0.9846045,0.00011878299,0.015225691,0.00001902598,0.000025410805,0.0000010961564,5.2213915e-7,0.0000040775653,8.96862e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992792,0.00001855253,0.00022525254,0.00006977118,0.0002600214,0.00014719837],"domain_scores_gemma":[0.9994684,0.000041428004,0.00011695655,0.000114550094,0.00020575819,0.000052923213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066443335,0.000062838866,0.00014940539,0.00022418835,0.00012166204,0.000022551209,0.00019040232,0.00006866183,0.000010158804],"category_scores_gemma":[0.00009889797,0.000036777088,0.000027115275,0.0011439197,0.00009837286,0.00029144538,0.000025936739,0.00016492492,2.467173e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000092787905,0.00004118709,0.0023954245,0.000014334072,0.00007557517,0.0000016987228,0.00011382351,0.020462057,0.95020515,0.006466193,0.00008987981,0.02012543],"study_design_scores_gemma":[0.00056703883,0.00023341629,0.0010549115,0.000023244324,0.00018719617,0.00034654362,0.00028582942,0.5802254,0.4135714,0.0017411738,0.0016136233,0.00015023162],"about_ca_topic_score_codex":0.000002609179,"about_ca_topic_score_gemma":0.0000019360332,"teacher_disagreement_score":0.6365204,"about_ca_system_score_codex":0.000036583893,"about_ca_system_score_gemma":0.00002717422,"threshold_uncertainty_score":0.14997262},"labels":[],"label_agreement":null},{"id":"W2129487594","doi":"10.1177/1687814015578355","title":"Vibration of beams using novel boundary characteristic orthogonal polynomials satisfying all boundary conditions","year":2015,"lang":"en","type":"article","venue":"Advances in Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Orthogonal polynomials; Mathematics; Boundary value problem; Mathematical analysis; Boundary (topology); Rayleigh–Ritz method; Classical orthogonal polynomials; Orthogonalization; Discrete orthogonal polynomials; Jacobi polynomials; Geometry","score_opus":0.01401655367500069,"score_gpt":0.2575991505809995,"score_spread":0.24358259690599884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129487594","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19861837,0.00112585,0.7993088,0.000009902277,0.00058674876,0.00011437928,0.00003241428,0.000107610234,0.000095978336],"genre_scores_gemma":[0.9435297,0.00010766985,0.056081332,0.000022087448,0.00012307483,0.000009170692,0.00009080025,0.00003478711,0.0000013723686],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886984,0.000013113863,0.00050220813,0.00018116405,0.00020534785,0.00022834662],"domain_scores_gemma":[0.9995477,0.00006663118,0.000075309414,0.00016034846,0.000053932363,0.000096063704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017371682,0.00018156518,0.0003252174,0.00020284009,0.00003437957,0.00004199196,0.00011533838,0.00008774474,0.000027625323],"category_scores_gemma":[0.00008098485,0.00020325066,0.00006805489,0.0003294216,0.000024955089,0.0005939142,0.00003663954,0.00018286257,0.0000013344055],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000065624718,0.00001146695,0.00006309562,0.000050946706,0.00002633763,0.0000020332502,0.000064288884,0.8316776,0.16526736,0.002037066,0.0000019365602,0.0007912584],"study_design_scores_gemma":[0.00037512722,0.000028017237,0.00043475316,0.0001045021,0.00004316794,0.000015443038,0.000023841267,0.9897296,0.007255858,0.00055420934,0.0011976816,0.00023784203],"about_ca_topic_score_codex":0.000007162145,"about_ca_topic_score_gemma":0.00001568326,"teacher_disagreement_score":0.7449114,"about_ca_system_score_codex":0.000172904,"about_ca_system_score_gemma":0.00003622865,"threshold_uncertainty_score":0.82883215},"labels":[],"label_agreement":null},{"id":"W2131561218","doi":"10.5772/15115","title":"Free Vibration Analysis of Curved Sandwich Beams: A Dynamic Finite Element","year":2011,"lang":"en","type":"book-chapter","venue":"InTech eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Vibration; Discretization; Eigenvalues and eigenvectors; Stiffness matrix; Mathematical analysis; Bending; Equations of motion; Mixed finite element method; Beam (structure); Structural engineering; Mathematics; Physics; Classical mechanics; Engineering; Acoustics","score_opus":0.008551371286776792,"score_gpt":0.20252326245399177,"score_spread":0.19397189116721497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2131561218","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00024473172,0.000372046,0.583531,0.000005492247,0.00016393868,0.00025158888,0.0002435734,0.00018870512,0.4149989],"genre_scores_gemma":[0.9449101,0.00022484637,0.0039624483,0.00004273893,0.000080227444,0.000025830897,0.0011182828,0.0001403896,0.04949515],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99872726,0.000009834916,0.00061753904,0.0002608298,0.00023831792,0.00014618762],"domain_scores_gemma":[0.9988775,0.0000374232,0.00021511494,0.0006723755,0.00015080259,0.000046763373],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000086653585,0.00032299507,0.0006376411,0.00094962673,0.000031601616,0.0000271878,0.00029161273,0.00027160303,0.0008774072],"category_scores_gemma":[0.000008966948,0.00032128103,0.00046597963,0.00009191298,0.000037533668,0.000034205837,0.00007664469,0.00024388435,0.0000066563957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002965277,0.00010173362,0.00024398466,0.0012687678,0.10139309,0.00006194303,0.0068538403,0.50116223,0.1173482,0.0514086,0.0014558176,0.21840528],"study_design_scores_gemma":[0.000998798,0.0003006154,0.00036516655,0.00059170154,0.023802256,0.0000036723156,0.00003821157,0.83889824,0.056369282,0.038931333,0.037441783,0.002258929],"about_ca_topic_score_codex":0.00004369513,"about_ca_topic_score_gemma":0.00085171626,"teacher_disagreement_score":0.9446654,"about_ca_system_score_codex":0.00011393561,"about_ca_system_score_gemma":0.000018135737,"threshold_uncertainty_score":0.99992394},"labels":[],"label_agreement":null},{"id":"W2135704013","doi":"10.1109/memsc.2001.992748","title":"Application of boundary conditioning to the synthesis of microsystems","year":2002,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Microsystem; Conditioning; Boundary (topology); Computer science; Boundary value problem; Control engineering; Control theory (sociology); Engineering; Mathematics; Materials science; Artificial intelligence; Nanotechnology; Mathematical analysis","score_opus":0.0033198246764759025,"score_gpt":0.17669805826752438,"score_spread":0.17337823359104848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135704013","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13221082,0.00050254486,0.84436625,0.00019083451,0.000085868916,0.0002462145,0.000019744473,0.00007622833,0.022301493],"genre_scores_gemma":[0.99847716,0.000010146561,0.0014259397,0.000011359907,0.000019490699,0.000008754914,0.0000033457504,0.0000047041444,0.0000390724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997213,0.000006588895,0.00013958858,0.000040969928,0.00005451449,0.000037027054],"domain_scores_gemma":[0.9997785,0.000029634564,0.000025162244,0.00012394699,0.0000321079,0.00001061398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000037683003,0.000034396726,0.00008037685,0.00004006407,0.000024449166,0.000008390727,0.000058374335,0.000015423571,0.00011399001],"category_scores_gemma":[0.000005105227,0.000024828782,0.000030408659,0.00016202744,0.000008094236,0.000022637456,0.000005756869,0.000016456772,0.000007843179],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001308283,0.00000910721,0.000878043,0.00007221781,0.000080709644,5.4654976e-8,0.0004759233,0.84632355,0.12734304,0.0011301403,0.0030079146,0.020677956],"study_design_scores_gemma":[0.000036561934,0.000007020842,0.0017136217,0.000017618402,0.000041967265,0.0000013825843,0.00007296033,0.84077394,0.15044208,0.00002287668,0.006806199,0.00006377917],"about_ca_topic_score_codex":0.000028790852,"about_ca_topic_score_gemma":0.000025263402,"teacher_disagreement_score":0.86626637,"about_ca_system_score_codex":0.000009909777,"about_ca_system_score_gemma":7.192421e-7,"threshold_uncertainty_score":0.12481107},"labels":[],"label_agreement":null},{"id":"W2136631298","doi":"10.1016/j.ijsolstr.2011.09.012","title":"A homogenization-based theory for anisotropic beams with accurate through-section stress and strain prediction","year":2011,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"University of Toronto; Government of Ontario","keywords":"Timoshenko beam theory; Homogenization (climate); Isotropy; Finite element method; Beam (structure); Anisotropy; Computation; Mathematics; Mathematical analysis; Structural engineering; Physics; Algorithm; Optics; Engineering","score_opus":0.008055473115161796,"score_gpt":0.21976970424147824,"score_spread":0.21171423112631643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2136631298","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39704305,0.0002933444,0.6018835,0.000028571572,0.00040293927,0.000074572796,0.00010187206,0.000018641213,0.00015355668],"genre_scores_gemma":[0.9865971,0.00013220102,0.01288779,0.000030494382,0.00030657309,0.0000020895056,0.000027437845,0.0000122333295,0.000004040918],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9994791,0.000014486057,0.00021363252,0.00008019962,0.00014294747,0.00006959699],"domain_scores_gemma":[0.9995368,0.000029555058,0.00011177279,0.000041923588,0.00024609073,0.00003385697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000052949006,0.000099017365,0.00011907299,0.00010983067,0.000054817483,0.00006979325,0.000076688324,0.00004811537,0.000031184616],"category_scores_gemma":[0.000010667957,0.00007288766,0.000038633156,0.000051943105,0.000038747516,0.0002295202,0.000006678754,0.00007669872,2.2431857e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016189305,0.00007423277,0.053853486,0.00020393131,0.002655627,0.000033892702,0.007079944,0.8277262,0.0089264475,0.039636627,0.00020734053,0.057983354],"study_design_scores_gemma":[0.008009023,0.0019435954,0.46112856,0.0004120766,0.0010175918,0.00054285297,0.0015688008,0.39115125,0.029697822,0.101917565,0.0017016361,0.00090923056],"about_ca_topic_score_codex":0.000007869786,"about_ca_topic_score_gemma":0.00001901457,"teacher_disagreement_score":0.5895541,"about_ca_system_score_codex":0.000024609759,"about_ca_system_score_gemma":0.00001524895,"threshold_uncertainty_score":0.29722723},"labels":[],"label_agreement":null},{"id":"W2140981804","doi":"10.2514/6.2001-1328","title":"Refined design curves for compressive buckling of curved panels using nonlinear finite element analysis","year":2001,"lang":"en","type":"article","venue":"19th AIAA Applied Aerodynamics Conference","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bombardier (Canada)","funders":"","keywords":"Buckling; Finite element method; Structural engineering; Nonlinear system; RADIUS; Stress (linguistics); Compression (physics); Dependency (UML); Work (physics); Materials science; Engineering; Computer science; Composite material; Mechanical engineering; Physics","score_opus":0.029989456629779976,"score_gpt":0.24750702743697262,"score_spread":0.21751757080719264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2140981804","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.038100526,0.00018372867,0.9605274,0.000018747467,0.000059854887,0.00047937938,0.000090834714,0.00009492904,0.00044456727],"genre_scores_gemma":[0.9019363,0.00055601,0.0967955,0.000038304162,0.00004211849,0.000035622044,0.00054390274,0.0000329775,0.000019293035],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984417,0.00003368115,0.0006239266,0.0003412417,0.0002345026,0.00032495768],"domain_scores_gemma":[0.9987849,0.00021180832,0.00023969889,0.00039503764,0.00028750807,0.000081036116],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00023622459,0.00028883584,0.0006441058,0.00028526993,0.00010093216,0.00005209473,0.00027158242,0.000099575176,0.00009183279],"category_scores_gemma":[0.000025173598,0.00029381193,0.00019584046,0.0009279366,0.000042390173,0.00007535942,0.000046443685,0.00013639485,0.0000013525456],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004550353,0.000022878454,0.00023077954,0.00011294402,0.00062262523,9.0818946e-7,0.00010212343,0.9742891,0.021982087,0.0005880419,0.000007823753,0.0019951616],"study_design_scores_gemma":[0.00043289893,0.000024732066,0.0004238362,0.00008213333,0.0010357753,7.0444764e-7,0.00004203152,0.99483943,0.0025081811,0.00022721551,0.000079828,0.00030321477],"about_ca_topic_score_codex":0.00003434748,"about_ca_topic_score_gemma":0.00009551207,"teacher_disagreement_score":0.86383575,"about_ca_system_score_codex":0.00007324021,"about_ca_system_score_gemma":0.000040573097,"threshold_uncertainty_score":0.9999514},"labels":[],"label_agreement":null},{"id":"W2141177263","doi":"10.1115/1.3025828","title":"A New 3D Finite Element for Sandwich Beams With a Viscoelastic Core","year":2009,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"General Motors of Canada","keywords":"Finite element method; Viscoelasticity; Structural engineering; Shearing (physics); Core (optical fiber); Boundary value problem; Timoshenko beam theory; Euler's formula; Materials science; Bernoulli's principle; Sandwich-structured composite; Displacement (psychology); Mathematical analysis; Mathematics; Engineering; Composite material","score_opus":0.00588532982166508,"score_gpt":0.21651033167138803,"score_spread":0.21062500184972294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141177263","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009035877,0.00014283578,0.990512,0.00011012107,0.00006690348,0.00005574875,0.0000023359503,0.00000957499,0.00006458162],"genre_scores_gemma":[0.858544,0.00010736938,0.14096873,0.00011434228,0.00022813371,2.7340417e-7,0.000007064329,0.0000060868306,0.000023987854],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996022,0.0000025084637,0.00019777678,0.000038135553,0.00009590319,0.00006348374],"domain_scores_gemma":[0.9997102,0.000031022435,0.00008028739,0.000033570515,0.0000891451,0.000055774603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003868122,0.00006712672,0.0001177916,0.00007050618,0.000036082576,0.000054381995,0.000028562781,0.000025080279,0.000017866912],"category_scores_gemma":[0.000013310928,0.000048895166,0.000027426271,0.000083319894,0.0000035476764,0.00009618006,0.0000019067108,0.000057198842,1.3595749e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041286625,0.000007557345,0.000059606853,0.000012795358,0.00003877565,0.0000015935116,0.00012954613,0.9792232,0.0068488377,0.00012942888,0.0010983342,0.012409028],"study_design_scores_gemma":[0.0006804544,0.0005010536,0.0015611444,0.00004046588,0.00018401988,0.000019361898,0.00003488244,0.99566764,0.0004403145,0.00028175605,0.00051147235,0.00007744182],"about_ca_topic_score_codex":2.3394273e-7,"about_ca_topic_score_gemma":0.0000016619118,"teacher_disagreement_score":0.8495433,"about_ca_system_score_codex":0.00001560661,"about_ca_system_score_gemma":0.0000211174,"threshold_uncertainty_score":0.1993887},"labels":[],"label_agreement":null},{"id":"W2141270310","doi":"10.1177/0892705706062182","title":"Micromechanics of Smart Composite Plates with Periodically Embedded Actuators and Rapidly Varying Thickness","year":2006,"lang":"en","type":"article","venue":"Journal of Thermoplastic Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Micromechanics; Materials science; Composite number; Homogenization (climate); Composite material; Actuator; Thermal expansion; Smart material; Piezoelectricity; Asymptotic homogenization; Magnetostriction; Computer science; Magnetic field","score_opus":0.0026522093364924103,"score_gpt":0.17223583329505596,"score_spread":0.16958362395856355,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141270310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94828856,0.00035366532,0.0507769,0.000023955028,0.0003187228,0.00009538351,0.000022215805,0.000032246233,0.00008837091],"genre_scores_gemma":[0.9875414,0.00006737964,0.012189737,0.000014258045,0.00012661118,0.0000010910749,0.0000128325055,0.00004027057,0.0000064701085],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985167,0.000068699555,0.0008069205,0.00013181579,0.00027794312,0.00019794269],"domain_scores_gemma":[0.9989845,0.00015247612,0.0004477355,0.0001488299,0.00018904456,0.00007740174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022303018,0.00025877974,0.0006978283,0.0002470966,0.000075465476,0.00016334098,0.00018550815,0.00009468404,0.00010880704],"category_scores_gemma":[0.000007911021,0.00019408038,0.000090002875,0.00018346516,0.000060596452,0.00016594905,0.000056689296,0.0001340437,0.0000011518131],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038516606,0.000032175572,0.00026103045,0.00014612083,0.00026876474,0.000028266779,0.00029478126,0.048296228,0.9495534,0.00006197,0.000025755926,0.0006464001],"study_design_scores_gemma":[0.0023878058,0.0005466266,0.006503567,0.00076784607,0.000909121,0.0017773814,0.00006954026,0.022472823,0.96326363,0.0006006927,0.00010286798,0.00059808395],"about_ca_topic_score_codex":0.00001753604,"about_ca_topic_score_gemma":0.0000064836127,"teacher_disagreement_score":0.03925281,"about_ca_system_score_codex":0.00004238306,"about_ca_system_score_gemma":0.00002445808,"threshold_uncertainty_score":0.79143685},"labels":[],"label_agreement":null},{"id":"W2143104478","doi":"10.1177/0731684409352124","title":"Buckling Analysis of Tapered Composite Beams using a Higher Order Finite Element Formulation","year":2010,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Finite element method; Materials science; Buckling; Classification of discontinuities; Composite laminates; Structural engineering; Stiffness; Composite number; Parametric statistics; Beam (structure); Stress (linguistics); Composite material; Engineering; Mathematics; Mathematical analysis","score_opus":0.005647025722154517,"score_gpt":0.21023916933205325,"score_spread":0.20459214360989875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2143104478","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71183676,0.000102902224,0.28770614,0.000007746836,0.00019108529,0.00003754052,0.000008263778,0.000009987745,0.000099559446],"genre_scores_gemma":[0.9565007,0.000065117034,0.04327389,0.000013905624,0.000086506625,2.7440686e-7,0.000034704637,0.00001318907,0.000011682247],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988542,0.000010545092,0.0006756812,0.000079049496,0.00024390986,0.00013661562],"domain_scores_gemma":[0.9988995,0.00018011624,0.0003545523,0.00011510493,0.0003670216,0.00008366445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011653724,0.0001555566,0.0004444233,0.0005743047,0.00007798861,0.00007605708,0.00010168509,0.00008271104,0.00006420252],"category_scores_gemma":[0.00001769602,0.00013287956,0.00016775829,0.0006789659,0.000023088653,0.00017137117,0.0000265505,0.00021975301,1.985544e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027905886,0.0000047913336,0.003242444,0.000020872614,0.0008502182,0.0000014881201,0.00009857069,0.76499814,0.23008186,0.00038074728,0.0000045237284,0.00028844835],"study_design_scores_gemma":[0.00037975164,0.00007790704,0.005132007,0.000036219324,0.001709641,0.0000069014127,0.000015612957,0.9779443,0.014370475,0.000026175296,0.00016294679,0.00013804491],"about_ca_topic_score_codex":0.000011785754,"about_ca_topic_score_gemma":0.0000105463005,"teacher_disagreement_score":0.24466395,"about_ca_system_score_codex":0.000022901651,"about_ca_system_score_gemma":0.000014237622,"threshold_uncertainty_score":0.54186714},"labels":[],"label_agreement":null},{"id":"W2143259260","doi":"10.1115/imece2004-61763","title":"A Homogenization-Based Laminated Plate Theory","year":2004,"lang":"en","type":"article","venue":"Aerospace","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Boundary value problem; Finite element method; Plate theory; Homogenization (climate); Isotropy; Mathematical analysis; Transverse plane; Bending of plates; Stress (linguistics); Mathematics; Geometry; Physics; Bending; Structural engineering; Optics; Engineering","score_opus":0.002103779386872382,"score_gpt":0.16746646293815348,"score_spread":0.1653626835512811,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2143259260","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.120939076,0.00039196952,0.87293047,0.00020416798,0.00015872576,0.000096258984,0.0000049490227,0.0005412196,0.0047331606],"genre_scores_gemma":[0.99340844,0.000024129478,0.0062411334,0.0000923765,0.00003115706,0.0000033366646,0.000044332177,0.000021288304,0.00013379403],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996364,0.000008709813,0.0000817129,0.00008999186,0.000074392956,0.00010876778],"domain_scores_gemma":[0.9997601,0.00001689081,0.000014991798,0.00014076682,0.00003476041,0.000032520154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004012066,0.00008778116,0.000083745625,0.000049743012,0.000048031547,0.000029941571,0.000062857034,0.000043029795,0.00009442699],"category_scores_gemma":[0.0000078666235,0.00008453259,0.0000397045,0.00030801506,0.000012715479,0.000052807514,0.000005901809,0.000053610773,0.000028675886],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003012248,0.000005082862,0.000119428885,0.0000050242115,0.00002339263,0.0000024216113,0.00012823165,0.99203634,0.0037983414,0.0029524602,0.00011434587,0.0008118919],"study_design_scores_gemma":[0.0035136421,0.00010968692,0.009384288,0.000118875534,0.00022170405,0.000009877057,0.0001286199,0.76015943,0.20709778,0.0068205977,0.011151427,0.0012840852],"about_ca_topic_score_codex":0.000012157496,"about_ca_topic_score_gemma":0.00003904213,"teacher_disagreement_score":0.87246937,"about_ca_system_score_codex":0.00006058592,"about_ca_system_score_gemma":0.000013706835,"threshold_uncertainty_score":0.3447139},"labels":[],"label_agreement":null},{"id":"W2144630625","doi":"10.1007/s00466-006-0079-0","title":"On the angle ply higher order beam vibrations","year":2006,"lang":"en","type":"article","venue":"Computational Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Sleep Society","funders":"","keywords":"Computational Science and Engineering; Order (exchange); Vibration; Beam (structure); Structural engineering; Mathematics; Physics; Engineering; Acoustics; Applied mathematics; Economics","score_opus":0.005111034718361445,"score_gpt":0.1835670480606965,"score_spread":0.17845601334233507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144630625","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011841138,0.00007452788,0.9817763,0.00060041744,0.00032115556,0.00010033987,0.0000128841375,0.00015567652,0.0051175873],"genre_scores_gemma":[0.9919122,0.0000018463728,0.007300096,0.0003066875,0.00014344766,0.000008892712,0.00016586782,0.000017183447,0.00014379977],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952286,0.000011365646,0.00013048365,0.000092141076,0.00015726601,0.000085897664],"domain_scores_gemma":[0.99966896,0.00010652685,0.000021647918,0.00010208798,0.000084314765,0.000016464888],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000035896424,0.00008690167,0.00006759666,0.00005280165,0.00012044031,0.000053651973,0.00008138072,0.000033709828,0.0003149637],"category_scores_gemma":[0.000005820217,0.00006711662,0.000039919058,0.00029699228,0.000005557876,0.000049731785,0.0000113440365,0.0000720125,0.00004252717],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[7.1566694e-7,0.000007111012,0.0000018081561,0.0000012646555,0.000011773337,2.7758486e-7,0.000008051342,0.6868298,0.00016445713,0.30820012,0.004658122,0.00011647829],"study_design_scores_gemma":[0.0000703124,0.000010533435,0.00031687686,0.0000034711175,0.000013331025,8.777583e-7,0.0000032147996,0.8550758,0.00024288676,0.14245228,0.0017336915,0.00007674582],"about_ca_topic_score_codex":0.0000045669885,"about_ca_topic_score_gemma":0.000008936084,"teacher_disagreement_score":0.98007107,"about_ca_system_score_codex":0.000034870733,"about_ca_system_score_gemma":0.00000976235,"threshold_uncertainty_score":0.34486315},"labels":[],"label_agreement":null},{"id":"W2146785541","doi":"10.1177/0731684404031464","title":"First Ply Failure of Laminated Composite Plates - A Mixed Finite Element Approach","year":2004,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Materials science; Finite element method; Composite number; Composite material; Stress (linguistics); Structural engineering; Plane stress; Ultimate failure; Engineering; Ultimate tensile strength","score_opus":0.003344922353837678,"score_gpt":0.1659246249741155,"score_spread":0.16257970262027782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2146785541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64173895,0.00050977914,0.35718015,0.000044294542,0.00011979381,0.0000868002,0.000016927703,0.000025631303,0.00027769335],"genre_scores_gemma":[0.96286744,0.00027000895,0.036731813,0.000011570167,0.000055596065,8.532475e-7,0.00003453855,0.000016787842,0.000011379873],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988649,0.0000104363635,0.0006312767,0.00008808112,0.00024195238,0.00016333666],"domain_scores_gemma":[0.9991657,0.00014398417,0.00028144746,0.000104799794,0.00020529727,0.00009877757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008704923,0.00019478299,0.00041690448,0.00025918256,0.000082557075,0.00007108233,0.00014899034,0.00008197455,0.000010469783],"category_scores_gemma":[0.000016683627,0.00016160875,0.0001238322,0.00024860853,0.00004181119,0.0001441141,0.000034782224,0.00019954213,6.5306057e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052738455,0.00001531367,0.0004244008,0.00013790389,0.00026855056,0.000009189098,0.0003016724,0.9812119,0.016435301,0.00095651817,0.00006585809,0.00012067317],"study_design_scores_gemma":[0.0015485382,0.0003440888,0.0015645955,0.00025584872,0.00027867188,0.000097529446,0.00014084713,0.95851886,0.03645181,0.0001266122,0.00042901008,0.00024356965],"about_ca_topic_score_codex":0.000007568275,"about_ca_topic_score_gemma":0.000008534983,"teacher_disagreement_score":0.32112852,"about_ca_system_score_codex":0.0000438126,"about_ca_system_score_gemma":0.000017596913,"threshold_uncertainty_score":0.6590214},"labels":[],"label_agreement":null},{"id":"W2147057298","doi":"10.1007/s40091-014-0073-2","title":"Bending analysis of a general cross-ply laminate using 3D elasticity solution and layerwise theory","year":2015,"lang":"en","type":"article","venue":"International Journal of Advanced Structural Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Solid mechanics; Structural engineering; Elasticity (physics); Bending; Materials science; Composite material; Engineering","score_opus":0.00726446700739337,"score_gpt":0.26526167369851983,"score_spread":0.25799720669112647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2147057298","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74337685,0.00039625954,0.25557962,0.000004161378,0.00056288386,0.000021196092,0.000012715581,0.000017414153,0.000028893504],"genre_scores_gemma":[0.9593654,0.00003767141,0.040402725,0.0000040478044,0.00015895136,3.070857e-7,0.000010885252,0.000014844288,0.0000051371785],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989621,0.000014934247,0.00047474945,0.000095437186,0.00032168528,0.00013109657],"domain_scores_gemma":[0.99914,0.00005445712,0.00020317103,0.00006980428,0.0004444379,0.00008808715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016732741,0.00014493935,0.00031041473,0.0006318637,0.000022814125,0.00005477092,0.00016388406,0.000046173296,0.000013733824],"category_scores_gemma":[0.00009895993,0.00013335505,0.00013341026,0.00034457337,0.000024770194,0.00047312828,0.00003935722,0.000146123,5.848868e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004454112,0.0000018670398,0.0017857018,0.0000092252585,0.0009295904,0.000008633977,0.0002002368,0.9372207,0.055909116,0.00040360328,7.040274e-7,0.0034860873],"study_design_scores_gemma":[0.00041944068,0.000023630324,0.020548215,0.000034693036,0.00035296034,0.00006087639,0.000026083226,0.9730461,0.005111773,0.00022662987,0.000023548031,0.00012603763],"about_ca_topic_score_codex":0.0000087808,"about_ca_topic_score_gemma":0.0000043565624,"teacher_disagreement_score":0.21598858,"about_ca_system_score_codex":0.00019772252,"about_ca_system_score_gemma":0.000014946146,"threshold_uncertainty_score":0.5438061},"labels":[],"label_agreement":null},{"id":"W2149943635","doi":"10.1002/zamm.201400136","title":"On perturbation method in mechanical, thermal and thermo‐mechanical loadings of plates: cylindrical bending of FG plates","year":2015,"lang":"en","type":"article","venue":"ZAMM ‐ Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Perturbation (astronomy); Boundary value problem; Buckling; Materials science; Thermal; Nonlinear system; Mechanics; Bifurcation; Composite material; Physics; Mathematical analysis; Mathematics; Thermodynamics","score_opus":0.013436999229806106,"score_gpt":0.2567730509875645,"score_spread":0.24333605175775838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2149943635","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28095502,0.00095786114,0.71461844,0.00006116127,0.0002456244,0.00058917946,0.000024835743,0.000058219823,0.0024896334],"genre_scores_gemma":[0.8442778,0.00038649054,0.1551636,0.000021909764,0.000056023404,0.000008057277,0.000006280958,0.00007379037,0.0000060437396],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9972271,0.00004115056,0.0014715845,0.00028665146,0.00063748495,0.00033605137],"domain_scores_gemma":[0.9978639,0.0005131698,0.0008350832,0.00028968285,0.00024377009,0.0002543855],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0014934804,0.00043603123,0.0012677814,0.0005702982,0.000058565925,0.000064637075,0.0002894105,0.0003221985,0.00003273117],"category_scores_gemma":[0.00014017995,0.000347723,0.00016929605,0.0004145565,0.000027752136,0.00018356946,0.00011655156,0.00044743237,0.000001140073],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017651223,0.00020847173,3.4849947e-7,0.0004971463,0.0002807895,0.000008668197,0.003232112,0.008429667,0.23435947,0.75020844,0.000017788856,0.002580607],"study_design_scores_gemma":[0.0021190846,0.00062055764,0.0000010221875,0.00057560194,0.0004360081,0.00010534226,0.0017012398,0.47805515,0.27835622,0.23760442,0.000043989803,0.00038136722],"about_ca_topic_score_codex":0.000004001757,"about_ca_topic_score_gemma":0.0000056222684,"teacher_disagreement_score":0.5633228,"about_ca_system_score_codex":0.000038487622,"about_ca_system_score_gemma":0.000050924296,"threshold_uncertainty_score":0.9998975},"labels":[],"label_agreement":null},{"id":"W2151963662","doi":"10.1115/1.4025397","title":"Efficient Hybrid Finite Element Method for Flutter Prediction of Functionally Graded Cylindrical Shells","year":2013,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; University of Toronto","funders":"","keywords":"Flutter; Shell (structure); Finite element method; Aeroelasticity; Supersonic speed; Aerodynamics; Internal pressure; Structural engineering; Mechanics; Functionally graded material; Materials science; Material properties; Engineering; Physics; Composite material","score_opus":0.0068644070530731625,"score_gpt":0.21448160705808428,"score_spread":0.2076172000050111,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2151963662","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.047309864,0.000059612074,0.9521243,0.000106649495,0.00023791913,0.00010053056,0.000014153474,0.000007718354,0.00003924261],"genre_scores_gemma":[0.888625,0.00004458352,0.11101227,0.00007004465,0.0002069298,0.0000023142225,0.000018254608,0.000007631987,0.000012972058],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99932593,0.000014591178,0.0003974954,0.000049185874,0.00014998851,0.00006278284],"domain_scores_gemma":[0.9994336,0.000088059365,0.0001361336,0.000042788637,0.00025717216,0.000042245632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012539359,0.00006635232,0.00013965505,0.00011256238,0.000032669363,0.00003239996,0.0000304606,0.000030859355,0.000081057224],"category_scores_gemma":[0.000029021328,0.000053446423,0.00006788159,0.00007030438,0.000007680525,0.0000658559,0.0000057155066,0.00006812912,4.8284863e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010346207,0.00001845178,0.00005564618,0.000027709015,0.000055987926,1.8729436e-7,0.00004944393,0.9152615,0.080256075,0.000038779595,0.001190482,0.0030353754],"study_design_scores_gemma":[0.00035446227,0.000117576834,0.0035850732,0.000014129317,0.0001245497,0.0000088194865,0.00002880277,0.9897504,0.0056379284,0.00019601388,0.00013893556,0.00004330956],"about_ca_topic_score_codex":4.9489614e-7,"about_ca_topic_score_gemma":1.3949825e-7,"teacher_disagreement_score":0.84131515,"about_ca_system_score_codex":0.000022478142,"about_ca_system_score_gemma":0.0000111457675,"threshold_uncertainty_score":0.21794818},"labels":[],"label_agreement":null},{"id":"W2152752980","doi":"10.1142/s0219455411004294","title":"NONLINEAR VIBRATIONS OF RECTANGULAR LAMINATED COMPOSITE PLATES WITH DIFFERENT BOUNDARY CONDITIONS","year":2011,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; McGill University","keywords":"Nonlinear system; Boundary value problem; Vibration; Plate theory; Bifurcation; Composite plate; Materials science; Composite number; Structural engineering; Mathematical analysis; Mechanics; Mathematics; Physics; Composite material; Acoustics; Engineering","score_opus":0.006128358171877848,"score_gpt":0.2060538649612444,"score_spread":0.19992550678936655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2152752980","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9855066,0.00011044644,0.013730227,0.00003976285,0.00019396466,0.000047294918,0.00014288367,0.000014157794,0.0002146913],"genre_scores_gemma":[0.9933423,0.000049961494,0.00645213,0.0000067903416,0.000035352645,4.5385093e-7,0.00010366844,0.000007720482,0.000001657094],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928087,0.000019366984,0.00036415373,0.000070810005,0.00019611917,0.00006868316],"domain_scores_gemma":[0.99930763,0.000040410163,0.00015309511,0.00007000048,0.00038173335,0.000047131696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000045894332,0.00010518653,0.0001912819,0.00011639194,0.000048044476,0.00003476235,0.0001292852,0.000041123138,0.00012475686],"category_scores_gemma":[0.000009266328,0.00007721144,0.000064803964,0.00008594031,0.00010865902,0.00023016054,0.000020503214,0.00013156544,7.507973e-8],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001835887,0.00037937812,0.7468339,0.000342259,0.005357621,0.0001462856,0.009830536,0.1358462,0.06734271,0.014443977,0.00002454701,0.017616661],"study_design_scores_gemma":[0.0007668432,0.00023782905,0.38663664,0.00008402345,0.00017103375,0.00027319923,0.00033696645,0.5917999,0.014659546,0.0048133056,0.000014567062,0.00020613354],"about_ca_topic_score_codex":0.000022515018,"about_ca_topic_score_gemma":0.00020581286,"teacher_disagreement_score":0.45595372,"about_ca_system_score_codex":0.0000831379,"about_ca_system_score_gemma":0.000014917694,"threshold_uncertainty_score":0.31485912},"labels":[],"label_agreement":null},{"id":"W2157166364","doi":"10.2298/tam1304543w","title":"Stroh-like formalism for Kirchhoff anisotropic thermoelastic plates","year":2013,"lang":"en","type":"article","venue":"Theoretical and Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Shanghai Municipal Education Commission; National Natural Science Foundation of China","keywords":"Thermoelastic damping; Thermal conduction; Formalism (music); Anisotropy; Elasticity (physics); Classical mechanics; Mechanics; Isothermal process; Physics; Mathematical analysis; Thermal; Mathematics; Thermodynamics; Optics","score_opus":0.0022070559578302694,"score_gpt":0.16345480543841526,"score_spread":0.16124774948058498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2157166364","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11465558,0.00008992234,0.88153315,0.00006667885,0.000111382535,0.00037386612,0.000010222304,0.00015919111,0.0029999863],"genre_scores_gemma":[0.9922023,0.000047775302,0.0074802977,0.000087932436,0.00006849988,0.00005261238,0.000025023957,0.000023275528,0.000012329455],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99945253,0.000004401657,0.00014054954,0.0001261304,0.000070262184,0.0002061239],"domain_scores_gemma":[0.9997127,0.00006483506,0.000014885429,0.00010685509,0.000023322917,0.00007739048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004063741,0.00013169856,0.00016246941,0.000031400286,0.00006731844,0.000054317723,0.00007374545,0.00007449734,0.00032740203],"category_scores_gemma":[0.0000035866008,0.00010193329,0.00004084152,0.000062089464,0.000031206353,0.00004160417,0.00002679639,0.000075122465,0.000013628728],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008888182,0.000004879836,7.8672184e-7,0.000026373735,0.000028786697,9.0185594e-8,0.00006256748,0.004356124,0.011003876,0.97783226,0.000066238885,0.006609115],"study_design_scores_gemma":[0.0002508494,0.000035469267,0.000018720535,0.000004588786,0.000053049942,0.0000016659683,0.000040509305,0.53952384,0.004089057,0.45558304,0.00027029705,0.00012888714],"about_ca_topic_score_codex":8.1962946e-7,"about_ca_topic_score_gemma":5.857721e-7,"teacher_disagreement_score":0.87754667,"about_ca_system_score_codex":0.000010975182,"about_ca_system_score_gemma":0.0000024241922,"threshold_uncertainty_score":0.4156719},"labels":[],"label_agreement":null},{"id":"W2157287391","doi":"10.1006/jsvi.2002.5072","title":"NATURAL VIBRATIONS OF LAMINATED COMPOSITE BEAMS BY USING MIXED FINITE ELEMENT MODELLING","year":2002,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Finite element method; Vibration; Structural engineering; Transverse plane; Composite number; Stress (linguistics); Beam (structure); Natural frequency; Free energy principle; Displacement (psychology); Elasticity (physics); Engineering; Materials science; Composite material; Physics; Mathematics; Acoustics","score_opus":0.011348518812648164,"score_gpt":0.2054078750800223,"score_spread":0.19405935626737414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2157287391","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43509698,0.0008228413,0.56390095,0.000021295724,0.00008389741,0.000025015837,0.0000035331473,0.0000061684614,0.000039303668],"genre_scores_gemma":[0.9872388,0.00021770458,0.012431383,0.000011939963,0.00006322898,1.4327215e-7,0.000020459229,0.000007902359,0.0000083885925],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99937725,0.000017374923,0.00036211137,0.000048589754,0.00012747434,0.00006717968],"domain_scores_gemma":[0.9996375,0.000027422693,0.00015866644,0.000043816184,0.000102804865,0.000029818404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006338636,0.00007708019,0.00015013969,0.000115320654,0.000068963134,0.000057049765,0.00003664846,0.000035158082,0.000025091393],"category_scores_gemma":[0.0000034242776,0.00006837263,0.000051655665,0.00014898086,0.000012511093,0.00034545647,0.0000058951637,0.00009049958,1.9538356e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004547089,0.000012512406,0.00013039261,0.000015241917,0.000053700503,4.0783945e-7,0.00026984085,0.9156847,0.08285718,0.000041605377,0.00006476701,0.0008651286],"study_design_scores_gemma":[0.00023178203,0.000034680346,0.00008218259,0.00002478965,0.00007123507,0.000008601688,0.000047085367,0.9876401,0.01159013,0.00014002164,0.00006156414,0.00006782713],"about_ca_topic_score_codex":0.000002859204,"about_ca_topic_score_gemma":0.0000022016688,"teacher_disagreement_score":0.55214185,"about_ca_system_score_codex":0.000026061585,"about_ca_system_score_gemma":0.0000024832354,"threshold_uncertainty_score":0.2788155},"labels":[],"label_agreement":null},{"id":"W2157383581","doi":"10.1115/pvp2004-2742","title":"On the Implementation of Novel Generalised Nonlinear Constraints in Explicit Finite Element Formulations","year":2004,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada); University of Toronto","funders":"","keywords":"Finite element method; Robustness (evolution); Salient; Constraint (computer-aided design); Nonlinear system; Computer science; Mixed finite element method; Algorithm; Mathematical optimization; Beam (structure); Applied mathematics; Mathematics; Structural engineering; Engineering; Geometry; Artificial intelligence; Physics","score_opus":0.012762022503714698,"score_gpt":0.25556791270042023,"score_spread":0.24280589019670554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2157383581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6408816,0.000004400966,0.35744244,0.0001697897,0.00002470849,0.00016204259,0.000020779496,0.000020594882,0.0012736437],"genre_scores_gemma":[0.9881076,0.000008193706,0.011697257,0.0000901977,0.0000136757435,0.000008563153,0.00006483466,0.000005834501,0.0000038482453],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99957234,0.0000038657113,0.0002073888,0.000057662404,0.00008364994,0.00007509641],"domain_scores_gemma":[0.9998161,0.000029139954,0.000025072773,0.0000942943,0.000023462468,0.000011911043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000048327875,0.000059560483,0.000069087095,0.00008040194,0.000022415963,0.000009873235,0.000044358832,0.000016128062,0.00037414796],"category_scores_gemma":[0.0000032643109,0.0000433189,0.000033002638,0.00017895793,0.00000688268,0.000042118605,0.0000062280023,0.00003495897,0.0000014275089],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000011105776,0.000014236731,0.0002143128,0.000002587898,0.000016454915,8.357682e-8,0.00024677886,0.96089756,0.0060402853,0.03183066,0.000011827783,0.0007240729],"study_design_scores_gemma":[0.0015432115,0.00004300114,0.006579165,0.000015639509,0.000022182065,4.1739003e-7,0.00036901757,0.9443839,0.04601024,0.0008344054,0.00007336387,0.00012544727],"about_ca_topic_score_codex":0.00009103329,"about_ca_topic_score_gemma":0.00064573594,"teacher_disagreement_score":0.347226,"about_ca_system_score_codex":0.000046975118,"about_ca_system_score_gemma":0.000008730786,"threshold_uncertainty_score":0.40966576},"labels":[],"label_agreement":null},{"id":"W2159334296","doi":"10.1080/15376494.2012.677102","title":"The Effect of Displacement Field on Bending, Buckling, and Vibration of Cross-Ply Circular Cylindrical Shells","year":2012,"lang":"en","type":"article","venue":"Mechanics of Advanced Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Concordia University","funders":"","keywords":"Buckling; Displacement field; Boundary value problem; Vibration; Bending; Ordinary differential equation; Lamination; Displacement (psychology); RADIUS; Hamilton's principle; Mathematics; Geometry; Mathematical analysis; Structural engineering; Mechanics; Materials science; Differential equation; Physics; Finite element method; Composite material; Engineering","score_opus":0.0028012815088118786,"score_gpt":0.2324749175635889,"score_spread":0.22967363605477703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2159334296","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98949945,0.0007467389,0.009239519,0.0000057705242,0.00030704337,0.00013414529,0.000017845825,0.000008162229,0.000041317548],"genre_scores_gemma":[0.9987728,0.00033959906,0.0008230681,0.000004435456,0.00003643025,0.0000028558868,0.000010066234,0.000009165985,0.0000015706424],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994114,0.000026396514,0.00026551253,0.00008113374,0.00011029144,0.000105261584],"domain_scores_gemma":[0.9996174,0.000095571864,0.00011247151,0.000121776735,0.00002565367,0.000027150676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014897021,0.00010851461,0.00024316217,0.000037326947,0.000050201197,0.000023853936,0.000052947074,0.000058658778,0.000025202567],"category_scores_gemma":[0.00003430017,0.000070967035,0.000031357322,0.00004118136,0.000017452521,0.00007821989,0.000025905716,0.00003626718,3.6984208e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012759028,0.0000030463307,0.0002020561,0.00023536425,0.000052457013,8.320428e-8,0.000118749005,0.039621234,0.9462658,0.009441475,0.0000033085937,0.0039288164],"study_design_scores_gemma":[0.00026800865,0.00028611138,0.0015500378,0.000025784815,0.00004604606,0.0000010523181,0.000011915256,0.0035547386,0.9927314,0.0014125993,0.000043820313,0.00006850426],"about_ca_topic_score_codex":0.000004451618,"about_ca_topic_score_gemma":0.0000012554027,"teacher_disagreement_score":0.046465565,"about_ca_system_score_codex":0.000007206742,"about_ca_system_score_gemma":0.0000014558666,"threshold_uncertainty_score":0.28939515},"labels":[],"label_agreement":null},{"id":"W2159979689","doi":"10.1016/j.compstruc.2005.10.008","title":"A mixed FSDT finite element for monoclinic laminated plates","year":2006,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Université de Montpellier; Centre National de la Recherche Scientifique; Ryerson University","keywords":"Finite element method; Mixed finite element method; Mathematical analysis; Mathematics; Extended finite element method; Degrees of freedom (physics and chemistry); Geometry; Rotation (mathematics); Structural engineering; Physics; Engineering","score_opus":0.00738261952278364,"score_gpt":0.20427197362880115,"score_spread":0.19688935410601752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2159979689","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23587506,0.00059912086,0.7612851,0.000059624155,0.0010626335,0.00032661945,0.000040244875,0.00039311033,0.00035848812],"genre_scores_gemma":[0.95857954,0.000017048857,0.04060015,0.00005431717,0.0003139061,0.00001320565,0.00034391673,0.000032241645,0.000045687713],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907655,0.0000150714695,0.00032834578,0.00022274183,0.000107751934,0.0002495344],"domain_scores_gemma":[0.99950933,0.0001267738,0.000058358935,0.00020510258,0.00005924928,0.000041202293],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004737835,0.00021307111,0.00025076082,0.0001367779,0.00009449219,0.00009199737,0.00017583338,0.00007922337,0.000041547],"category_scores_gemma":[0.0000063482125,0.0001955546,0.00014090237,0.00018556105,0.000020949574,0.000065741646,0.00003070373,0.00008578955,0.000002439946],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011126511,0.0000054564343,0.0003095907,0.0000361343,0.00009506774,0.0000018784082,0.00005977866,0.96951836,0.00088629365,0.0012971185,0.008849834,0.018929344],"study_design_scores_gemma":[0.00060856366,0.00004365279,0.011664355,0.000013845964,0.00007694059,0.0000027335586,0.000010584731,0.96518075,0.006813595,0.0058913724,0.009410754,0.00028283455],"about_ca_topic_score_codex":0.000019701809,"about_ca_topic_score_gemma":0.000046883557,"teacher_disagreement_score":0.72270447,"about_ca_system_score_codex":0.00004655038,"about_ca_system_score_gemma":0.00000693671,"threshold_uncertainty_score":0.7974485},"labels":[],"label_agreement":null},{"id":"W2161400218","doi":"10.1155/2013/676743","title":"Investigation of Through-Thickness Stresses in Composite Laminates Using Layerwise Theory","year":2013,"lang":"en","type":"article","venue":"International Journal of Engineering Mathematics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Composite laminates; Materials science; Composite number; Composite material; Displacement field; Shear (geology); Bending moment; Elasticity (physics); Structural engineering; Boundary value problem; Finite element method; Mathematics; Mathematical analysis; Engineering","score_opus":0.010114579825428878,"score_gpt":0.22221571289493075,"score_spread":0.21210113306950187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161400218","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7726733,0.00022199185,0.22669943,0.000018560235,0.00024044618,0.00004277154,0.000001960116,0.000014905834,0.00008664278],"genre_scores_gemma":[0.9151479,0.000063926316,0.084687725,0.000006568527,0.00006893827,0.0000010458559,0.0000033681647,0.000017433063,0.0000030670028],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906707,0.00001287633,0.00054819393,0.000045569916,0.00024514896,0.00008113704],"domain_scores_gemma":[0.9992302,0.00015543554,0.00018547913,0.000074881165,0.00032741888,0.000026559055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015231925,0.00010655599,0.00021560788,0.00027339224,0.0000072521975,0.0000418381,0.00021116112,0.000045938985,0.00003948743],"category_scores_gemma":[0.000064705564,0.0000965734,0.000067776185,0.00016631858,0.000016708638,0.00035371337,0.000021879294,0.00012682955,0.0000011106004],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002237814,0.000012041862,0.00082055153,0.00008466263,0.00014263399,0.0000043973405,0.0011692975,0.8789362,0.11680304,0.0017865833,0.00001091686,0.00022749152],"study_design_scores_gemma":[0.00027170725,0.000014101549,0.0031927365,0.00051257596,0.000049015496,0.00006359173,0.00016094935,0.93451786,0.051356997,0.009721002,0.000011055752,0.00012842884],"about_ca_topic_score_codex":0.000011868438,"about_ca_topic_score_gemma":0.0000017764847,"teacher_disagreement_score":0.14247464,"about_ca_system_score_codex":0.00007403816,"about_ca_system_score_gemma":0.000011613991,"threshold_uncertainty_score":0.3938149},"labels":[],"label_agreement":null},{"id":"W2164038366","doi":"10.1007/978-1-4020-8774-5_15","title":"The Extension and Application of the Hierarchical Beam Theory to Piezoelectrically Actuated Beams","year":2008,"lang":"en","type":"book-chapter","venue":"IUTAM bookseries","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Finite element method; A priori and a posteriori; Piezoelectricity; Displacement field; Compatibility (geochemistry); Extension (predicate logic); Displacement (psychology); Stress–strain curve; Stress (linguistics); Beam (structure); Engineering; Mathematics; Computer science; Electrical engineering","score_opus":0.003226434606396179,"score_gpt":0.176606910279806,"score_spread":0.1733804756734098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2164038366","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.036160484,0.02436337,0.44653794,0.0023670646,0.0014317192,0.00619221,0.00019778362,0.0014214094,0.481328],"genre_scores_gemma":[0.9260184,0.005707885,0.0016254141,0.00037988563,0.00034500528,0.00005847856,0.00008493635,0.00021024945,0.06556971],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991126,0.000015068453,0.000301176,0.00021076127,0.00021989465,0.00014048342],"domain_scores_gemma":[0.999159,0.00014255503,0.00008788652,0.00046107022,0.0000972481,0.000052289957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009002915,0.00022846875,0.0002664697,0.00007095275,0.00024727467,0.000035641995,0.00021700378,0.00015987016,0.000010643869],"category_scores_gemma":[0.000024760206,0.00013714709,0.00011715754,0.000068861445,0.00019522621,0.000032925,0.00008817621,0.00026274985,0.0000035261523],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029547227,0.000015488524,0.000039635022,0.00011213646,0.0007155317,0.000004484704,0.0019010783,0.055164877,0.016881758,0.17549327,0.0044908198,0.74488544],"study_design_scores_gemma":[0.0003633703,0.00025861984,0.0042913803,0.00021148095,0.00056166225,0.00008392021,0.000025712845,0.026535634,0.008308354,0.055053886,0.90322167,0.0010842885],"about_ca_topic_score_codex":0.0000044006,"about_ca_topic_score_gemma":0.000024338759,"teacher_disagreement_score":0.8987309,"about_ca_system_score_codex":0.000043625674,"about_ca_system_score_gemma":0.000023110115,"threshold_uncertainty_score":0.5592696},"labels":[],"label_agreement":null},{"id":"W2169475366","doi":"10.1142/s1465876300000082","title":"FINITE ELEMENT MODELING OF THE THERMOELASTIC BEHAVIOR OF FUNCTIONALLY GRADED PLATES AND SHELLS","year":2000,"lang":"en","type":"article","venue":"International Journal of Computational Engineering Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermoelastic damping; Finite element method; Structural engineering; Materials science; Thermal; Engineering; Physics; Thermodynamics","score_opus":0.004395317983288318,"score_gpt":0.2012064267504841,"score_spread":0.1968111087671958,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2169475366","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81602824,0.00011105876,0.18336877,0.000039830804,0.00032313832,0.00003471767,0.000006214261,0.000006804516,0.00008122406],"genre_scores_gemma":[0.99348086,0.000027349863,0.006422447,0.000008437155,0.00004766451,6.7259157e-7,0.0000017656902,0.00000563887,0.000005155414],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988699,0.000005258333,0.00039036135,0.00006353994,0.0006024657,0.000068452326],"domain_scores_gemma":[0.9993158,0.00008529384,0.00009952032,0.000048551843,0.00041933678,0.000031525018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016205855,0.000072080744,0.00011150539,0.00020909596,0.000026842232,0.000027560809,0.0002888666,0.000016005633,0.00006530331],"category_scores_gemma":[0.00003142284,0.000055620912,0.00006568149,0.00024194365,0.00005768181,0.0001889634,0.000021473055,0.00008223257,2.8983095e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007220486,0.000011877978,0.0003566968,0.0000058092455,0.000047353944,7.338654e-7,0.00010782305,0.9924284,0.0045916107,0.00041159906,0.0000018975895,0.0020289724],"study_design_scores_gemma":[0.00017372312,0.00001894703,0.016295213,0.000056970683,0.000026003701,0.000031732576,0.000006975102,0.98145884,0.001482846,0.00038719905,0.000012361114,0.000049200487],"about_ca_topic_score_codex":0.0000019976758,"about_ca_topic_score_gemma":3.1119507e-7,"teacher_disagreement_score":0.17745262,"about_ca_system_score_codex":0.00004489062,"about_ca_system_score_gemma":0.00004867971,"threshold_uncertainty_score":0.2268155},"labels":[],"label_agreement":null},{"id":"W2169915488","doi":"10.5267/j.esm.2015.5.002","title":"Free vibration analysis of isotropic plate with stiffeners using finite element method","year":2015,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Isotropy; Vibration; Structural engineering; Materials science; Engineering; Acoustics; Physics; Optics","score_opus":0.011053467213734664,"score_gpt":0.23073209728191968,"score_spread":0.21967863006818503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2169915488","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02786119,0.00011057787,0.9716174,0.000006307403,0.00015053073,0.00007514668,0.000019757917,0.0001289626,0.000030118126],"genre_scores_gemma":[0.7205243,0.000017513275,0.27930188,0.000007712519,0.0000416578,0.000003966965,0.00006301528,0.000035000467,0.0000049125183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991152,0.000014969176,0.000302485,0.00015212978,0.00023597036,0.00017920964],"domain_scores_gemma":[0.99939805,0.000031024683,0.00007023027,0.0003179482,0.000097522396,0.00008519456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015218116,0.00017456041,0.00037279283,0.000499987,0.00002067219,0.000026659673,0.0001318487,0.00006364125,0.000018135166],"category_scores_gemma":[0.000028611723,0.00016603111,0.0000946535,0.0011375071,0.0000025228912,0.00011305339,0.000030816514,0.00009469992,3.815751e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006104835,0.000004904745,0.000019110157,0.000021963033,0.000996541,0.0000017175095,0.0002510909,0.9860597,0.011471964,0.0008952956,0.000008602106,0.00026297008],"study_design_scores_gemma":[0.000273208,0.000040372615,0.00004170523,0.000016375232,0.00110751,0.0000012896309,0.000038037346,0.9855265,0.012610764,0.00005300468,0.000113777525,0.00017743246],"about_ca_topic_score_codex":0.00001933405,"about_ca_topic_score_gemma":0.00003099564,"teacher_disagreement_score":0.69266313,"about_ca_system_score_codex":0.00012024456,"about_ca_system_score_gemma":0.000019124607,"threshold_uncertainty_score":0.67705524},"labels":[],"label_agreement":null},{"id":"W2170460639","doi":"10.1016/j.ijsolstr.2011.04.009","title":"A Timoshenko beam theory with pressure corrections for layered orthotropic beams","year":2011,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Timoshenko beam theory; Orthotropic material; Isotropy; Axial symmetry; Beam (structure); Shear (geology); Shear stress; Mathematical analysis; Mathematics; Mechanics; Physics; Classical mechanics; Structural engineering; Geometry; Finite element method; Materials science; Optics; Engineering","score_opus":0.006897201139450966,"score_gpt":0.21211316060635801,"score_spread":0.20521595946690704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170460639","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45809603,0.0014220519,0.5365804,0.000055810287,0.001507176,0.0001488777,0.00005773774,0.0000439817,0.0020879481],"genre_scores_gemma":[0.98922414,0.000098622535,0.010279984,0.00003746343,0.00028218373,0.000002176729,0.0000072013186,0.000012972208,0.00005528765],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9994864,0.0000093284625,0.00020767991,0.00006915772,0.00014715354,0.0000802785],"domain_scores_gemma":[0.9995083,0.000029469187,0.00009578173,0.000055546494,0.00026447928,0.000046422316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005248894,0.00009747395,0.00014462032,0.00012685801,0.000046275793,0.000048758135,0.00013523697,0.000042397794,0.000109769855],"category_scores_gemma":[0.000011357669,0.00006775592,0.0000709935,0.00004709834,0.00003017488,0.00013013958,0.000011016136,0.00010123418,1.2240005e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018765377,0.00008890237,0.025141185,0.00011020949,0.007968185,0.000060489405,0.0077809813,0.8246671,0.00696423,0.0435907,0.0024888823,0.079262584],"study_design_scores_gemma":[0.012403815,0.0032736068,0.4605523,0.00056624634,0.0034642976,0.0031505807,0.0027422975,0.19169602,0.053970482,0.2031643,0.06258271,0.002433357],"about_ca_topic_score_codex":0.000007188113,"about_ca_topic_score_gemma":0.000012486751,"teacher_disagreement_score":0.6329711,"about_ca_system_score_codex":0.00001406176,"about_ca_system_score_gemma":0.000013013412,"threshold_uncertainty_score":0.2763006},"labels":[],"label_agreement":null},{"id":"W2170859731","doi":"10.1139/l05-116","title":"Nonorthogonal solution for thin-walled members – a finite element formulation","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Finite element method; Image warping; Coordinate system; Mixed finite element method; Beam (structure); Stiffness; Displacement field; Field (mathematics); Mathematics; Mathematical analysis; Timoshenko beam theory; Structural engineering; Geometry; Computer science; Engineering","score_opus":0.0040358675655739066,"score_gpt":0.16890728511731654,"score_spread":0.16487141755174262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170859731","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016349701,0.0005788678,0.9811884,0.000069944785,0.0005206371,0.00011321426,0.000014485772,0.000029970399,0.0011347618],"genre_scores_gemma":[0.99331313,0.000008463516,0.006221694,0.000011510221,0.00035224302,0.0000034572238,0.00003881896,0.000025032487,0.000025637772],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923325,0.0000039797665,0.0003607696,0.000062376006,0.00010656205,0.00023308893],"domain_scores_gemma":[0.99954414,0.00003662783,0.00007227383,0.00006994477,0.00012536411,0.00015163458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001413357,0.00011896096,0.00016757374,0.00036841715,0.000063459425,0.00005460845,0.000081665086,0.000053858945,0.0000942442],"category_scores_gemma":[0.000022021604,0.00012573555,0.00013779824,0.00016771023,0.0000041599196,0.00018626098,0.0000024302374,0.000101545236,6.037079e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029712946,0.0000013272576,0.00028560878,0.000025680352,0.000050640654,0.0000036224103,0.00006441819,0.9968494,0.00069194473,0.00052291044,0.0010950268,0.00040643263],"study_design_scores_gemma":[0.0003379123,0.000023671524,0.0018499081,0.00003478544,0.00005710579,0.00001329683,0.0000046699374,0.9806096,0.00020359163,0.00014689521,0.016584992,0.0001335807],"about_ca_topic_score_codex":0.00031232752,"about_ca_topic_score_gemma":0.11872232,"teacher_disagreement_score":0.97696346,"about_ca_system_score_codex":0.0002507954,"about_ca_system_score_gemma":0.000081387654,"threshold_uncertainty_score":0.8973587},"labels":[],"label_agreement":null},{"id":"W2171419201","doi":"10.1007/s11071-011-0049-8","title":"Nonlinear vibrations of FGM rectangular plates in thermal environments","year":2011,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":143,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Isotropy; Vibration; Bifurcation; Mathematical analysis; Plate theory; Mathematics; Equations of motion; Boundary value problem; Ordinary differential equation; Mechanics; Differential equation; Physics; Classical mechanics","score_opus":0.0058411328786087706,"score_gpt":0.1809132050368138,"score_spread":0.17507207215820503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2171419201","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9749047,0.00008483117,0.021677624,0.0000070264464,0.000086367145,0.00008913026,0.000041580875,0.000040096653,0.0030686476],"genre_scores_gemma":[0.9246129,0.000063463995,0.07497014,0.00000944547,0.00004361308,0.0000026893279,0.00022695994,0.000028274746,0.000042516833],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994243,0.000012741526,0.0002482888,0.00010450966,0.000091570735,0.00011861235],"domain_scores_gemma":[0.999731,0.000012515536,0.000037551887,0.0001800157,0.000011070395,0.000027829088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004686527,0.00010477106,0.00015156304,0.000112828326,0.000018678133,0.0000062778668,0.00010285013,0.00007748141,0.00011473671],"category_scores_gemma":[0.0000054467546,0.000105070285,0.000053661286,0.00019097172,0.000022544125,0.00008598417,0.000020419035,0.000104705374,0.000007332233],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040169336,0.00019764513,0.028371422,0.000043184697,0.00015367256,0.000012050816,0.0016910528,0.9271218,0.034373295,0.00034160732,0.000008533345,0.007645553],"study_design_scores_gemma":[0.0001544904,0.000026510856,0.007139902,0.000009704882,0.000022819087,0.0000010039225,0.00003842354,0.9852224,0.007161646,0.00004424349,0.000074772106,0.000104088685],"about_ca_topic_score_codex":0.000041802392,"about_ca_topic_score_gemma":0.0003288459,"teacher_disagreement_score":0.05810058,"about_ca_system_score_codex":0.00005235273,"about_ca_system_score_gemma":0.00000666888,"threshold_uncertainty_score":0.4284642},"labels":[],"label_agreement":null},{"id":"W2171612804","doi":"10.1177/0954406211434496","title":"Thermal post-buckling of laminated and isotropic rectangular plates with fixed edges: Comparison of experimental and numerical results","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part C Journal of Mechanical Engineering Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Buckling; Isotropy; Materials science; Numerical continuation; Nonlinear system; Thermal; Numerical analysis; Deformation (meteorology); Shear (geology); Structural engineering; Composite number; Composite material; Geometry; Mechanics; Mathematics; Mathematical analysis; Physics; Engineering; Optics; Bifurcation","score_opus":0.007203148779226273,"score_gpt":0.21634668505974616,"score_spread":0.2091435362805199,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2171612804","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95669,0.00068319717,0.042207487,0.000029775989,0.0002434964,0.000102220794,0.0000052740124,0.000017781762,0.000020782365],"genre_scores_gemma":[0.98423344,0.000032061344,0.01567689,0.0000023723549,0.000040916944,0.0000011172909,5.416501e-7,0.000011935906,7.333737e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99832356,0.000006913444,0.00078946224,0.0001310559,0.00052863866,0.00022035572],"domain_scores_gemma":[0.99890155,0.00006871762,0.00040411853,0.00009197476,0.00039385023,0.00013977544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005920884,0.00017390632,0.0005134346,0.00022222725,0.00004635233,0.000013374938,0.0003083255,0.000090847054,0.0000027206631],"category_scores_gemma":[0.00042746397,0.00012243145,0.00009162976,0.00061419775,0.00016929841,0.00041385385,0.00008713046,0.00025307282,3.749135e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008376741,0.000052632295,0.000095503456,0.00010848924,0.00005897718,1.7376055e-7,0.0003166398,0.17736131,0.81790483,0.003760873,0.0000033343103,0.0002534942],"study_design_scores_gemma":[0.00040215807,0.00031366665,0.0004202937,0.00031472626,0.00007671745,0.000022716098,0.0002104726,0.2889576,0.70916784,0.0000066447847,0.000011386768,0.00009581204],"about_ca_topic_score_codex":0.0000034316458,"about_ca_topic_score_gemma":1.0498492e-7,"teacher_disagreement_score":0.11159629,"about_ca_system_score_codex":0.000053769636,"about_ca_system_score_gemma":0.000031777123,"threshold_uncertainty_score":0.499261},"labels":[],"label_agreement":null},{"id":"W2175938725","doi":"10.1115/imece2014-36285","title":"Optimisation of a Laminated Composite Cylindrical Shell With Curvilinear Fibre Paths Using a Surrogate-Based Approach","year":2014,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Curvilinear coordinates; Materials science; Structural engineering; Torsion (gastropod); Shell (structure); Composite number; Bending; Flexibility (engineering); Displacement (psychology); Buckling; Composite material; Engineering; Mathematics; Geometry","score_opus":0.006757515920092745,"score_gpt":0.19108047349117624,"score_spread":0.1843229575710835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2175938725","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4266707,0.00001907896,0.57058597,0.0000063886655,0.000019704967,0.000093393326,0.0000033285817,0.0001000033,0.0025014319],"genre_scores_gemma":[0.85766083,0.0000021539333,0.14213175,0.000011169278,0.00002565873,0.0000019307383,0.00012922195,0.000022362345,0.000014944432],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992428,0.000044778197,0.00023661829,0.00016319248,0.00017329333,0.00013933858],"domain_scores_gemma":[0.99954766,0.000039658717,0.000054720804,0.00019836021,0.00010942791,0.000050198054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009866737,0.0001511305,0.00025529825,0.00012265562,0.000038473365,0.000028423696,0.00008382912,0.00007342137,0.000040269282],"category_scores_gemma":[0.000004774308,0.000120162906,0.000064283835,0.0003969674,0.00002653728,0.00007646927,0.000011625848,0.00008516595,0.000001317947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021670085,0.000027244418,0.0013966667,0.00006679051,0.00003884895,3.0286472e-7,0.00005914615,0.9747241,0.022521984,0.000120108314,0.000006896859,0.0010162472],"study_design_scores_gemma":[0.0004019459,0.000054283813,0.0006366101,0.000023011238,0.00007954511,0.0000014920728,0.000017380513,0.97289914,0.02566609,0.0000057670054,0.00006416592,0.0001505605],"about_ca_topic_score_codex":0.000038432274,"about_ca_topic_score_gemma":0.000006937933,"teacher_disagreement_score":0.4309901,"about_ca_system_score_codex":0.000035421243,"about_ca_system_score_gemma":0.000011463459,"threshold_uncertainty_score":0.4900101},"labels":[],"label_agreement":null},{"id":"W2199434439","doi":"10.1080/09243046.2015.1111795","title":"Effects of layup sequences on stresses of thick composite cantilever tubes","year":2015,"lang":"en","type":"article","venue":"Advanced Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Cantilever; Orthotropic material; Materials science; Shearing (physics); Displacement field; Structural engineering; Composite number; Composite material; Transverse plane; Displacement (psychology); Elasticity (physics); Composite laminates; Stress (linguistics); Finite element method; Engineering","score_opus":0.005934077645805822,"score_gpt":0.21893521396350352,"score_spread":0.21300113631769768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2199434439","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953797,0.0006286787,0.002394151,0.000012525641,0.0005324339,0.00020973904,0.00005873016,0.00009805357,0.0006860093],"genre_scores_gemma":[0.99595904,0.00014044048,0.0037112548,0.000023522442,0.000055235418,0.000009250304,0.000059145106,0.000028721463,0.000013391501],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998844,0.000073896634,0.00045519954,0.00018395933,0.00025850156,0.00018443949],"domain_scores_gemma":[0.99928284,0.00012660591,0.00011149483,0.00025148332,0.00015390042,0.00007368153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008195141,0.00022404097,0.00055717275,0.00014216155,0.00003099121,0.00003148025,0.00020129596,0.000070447786,0.000026713558],"category_scores_gemma":[0.000016825416,0.00019644466,0.00006699796,0.00021685488,0.000056675806,0.0001624777,0.00004293681,0.000057707646,0.0000057070424],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007167026,0.000021674965,0.00019603771,0.00024452448,0.000080125516,0.000003837412,0.000160805,0.2798059,0.71876454,0.00019052245,0.00003542502,0.00042493493],"study_design_scores_gemma":[0.00052713626,0.00013644234,0.002679825,0.00025571056,0.000088653665,0.0000036725758,0.000015163984,0.0012485514,0.9944253,0.00032610798,0.0001002026,0.00019324632],"about_ca_topic_score_codex":0.00009248861,"about_ca_topic_score_gemma":0.000008573514,"teacher_disagreement_score":0.27855733,"about_ca_system_score_codex":0.000041087686,"about_ca_system_score_gemma":0.000014039063,"threshold_uncertainty_score":0.8010781},"labels":[],"label_agreement":null},{"id":"W2205807223","doi":"10.1115/pvp2015-45066","title":"Lower Bound Limit Loads Using the Reference Two-Bar Structure: An Improved Estimate Beyond Mura’s Lower Bound","year":2015,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Amec Foster Wheeler (Canada); Memorial University of Newfoundland","funders":"","keywords":"Multiplier (economics); Mura; Upper and lower bounds; Mathematics; Limit (mathematics); Bar (unit); Context (archaeology); Mathematical analysis; Physics","score_opus":0.01905390196604146,"score_gpt":0.2626065951365275,"score_spread":0.24355269317048606,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2205807223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95050657,0.00027547404,0.041413553,0.00005712313,0.0009993503,0.000210467,0.000018813227,0.00027025476,0.0062483796],"genre_scores_gemma":[0.9854087,0.000008470247,0.013879744,0.00015644505,0.00024585982,0.0000027285582,0.00006744001,0.00005510737,0.00017546298],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986218,0.00003948518,0.00034093054,0.00033378726,0.0002815918,0.00038236158],"domain_scores_gemma":[0.99884135,0.000025692461,0.000069681955,0.0006689607,0.00019805088,0.00019626779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014947742,0.00032284018,0.00028032015,0.00009218456,0.00019794314,0.00049629656,0.0003387435,0.00012653576,0.00048267198],"category_scores_gemma":[0.000018392371,0.00022450622,0.00008331057,0.00031149236,0.00007563877,0.00047840676,0.00007726062,0.00027108527,0.000012797985],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004054031,0.000019755493,0.00023680551,0.000012823272,0.00012856627,0.00000803279,0.000344044,0.9595769,0.03532002,0.00081623415,0.00053006434,0.0029662126],"study_design_scores_gemma":[0.0004613625,0.00010151561,0.00025166222,0.000009111002,0.00016277142,0.000018039309,0.000097421216,0.992869,0.002925192,0.0012325984,0.0014810372,0.00039029474],"about_ca_topic_score_codex":0.00029966314,"about_ca_topic_score_gemma":0.0009444603,"teacher_disagreement_score":0.03490216,"about_ca_system_score_codex":0.00015810411,"about_ca_system_score_gemma":0.0000611516,"threshold_uncertainty_score":0.9155098},"labels":[],"label_agreement":null},{"id":"W2226576790","doi":"10.1080/15376494.2014.981611","title":"Comparisons of buckling-to-weight behavior of cylindrical shells with composite and metallic stiffeners","year":2015,"lang":"en","type":"article","venue":"Mechanics of Advanced Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Buckling; Materials science; Epoxy; Composite material; Composite number; Structural engineering; Parametric statistics; Graphite; Aluminium; Engineering; Mathematics","score_opus":0.008329449434699092,"score_gpt":0.22212175057466607,"score_spread":0.21379230113996697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2226576790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9807371,0.00041698667,0.018438129,0.0000067665947,0.00012343434,0.00015901493,0.00007676678,0.000016975839,0.000024858284],"genre_scores_gemma":[0.9463732,0.00009205383,0.05347166,0.0000048179418,0.000014173122,0.0000036000376,0.0000220581,0.00001668162,0.0000017226178],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992267,0.000018668356,0.00034409657,0.00014464227,0.00015650468,0.0001093727],"domain_scores_gemma":[0.999505,0.000018637846,0.00012388789,0.00014677213,0.0001164621,0.00008925786],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006409972,0.00015507771,0.0005335873,0.00010693888,0.000018678968,0.000014489433,0.00008113937,0.000057599787,0.000014106274],"category_scores_gemma":[0.000006990633,0.00011938129,0.000025423271,0.00011799952,0.000030392377,0.000058547426,0.000043418684,0.000039966904,4.8848307e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011916699,0.000010613175,0.00008877842,0.00010599086,0.00007308727,8.976937e-7,0.00020428498,0.09317575,0.90197986,0.0033510558,0.000005786682,0.00088475045],"study_design_scores_gemma":[0.00058037654,0.00021993337,0.0016985908,0.000039678518,0.00021476808,0.000007260541,0.000075774326,0.0041301115,0.9914943,0.0013300353,0.000049363953,0.00015978137],"about_ca_topic_score_codex":0.000019739613,"about_ca_topic_score_gemma":0.000013130583,"teacher_disagreement_score":0.08951449,"about_ca_system_score_codex":0.0000090623635,"about_ca_system_score_gemma":0.0000078642925,"threshold_uncertainty_score":0.48682278},"labels":[],"label_agreement":null},{"id":"W2226604031","doi":"10.1016/j.compstruct.2015.12.067","title":"Effects of shear loading on stress distributions at sections in thick composite tubes","year":2016,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Cantilever; Composite number; Materials science; Parametric statistics; Structural engineering; Composite material; Shear (geology); Bending; Stress (linguistics); Displacement (psychology); Shear stress; Engineering; Mathematics","score_opus":0.003371494446655959,"score_gpt":0.20372806893501122,"score_spread":0.20035657448835525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2226604031","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9837367,0.00048152934,0.0138879,0.00006974757,0.0003931598,0.00022854986,0.00014398113,0.00016021772,0.0008982283],"genre_scores_gemma":[0.99885774,0.00009455177,0.00078331976,0.000019229996,0.00009413529,0.00001059199,0.00007334304,0.000031761396,0.000035340123],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987567,0.000067752364,0.0003797107,0.00027901537,0.0002197005,0.00029711568],"domain_scores_gemma":[0.9992092,0.00027951444,0.000050025585,0.000308417,0.00006218428,0.00009062447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003796268,0.00027248525,0.0003721656,0.00031747815,0.0001583083,0.000034994613,0.00020841387,0.00012621813,0.00006558526],"category_scores_gemma":[0.00001861151,0.00020449962,0.00014652009,0.000433342,0.00008271034,0.000118642936,0.000072626186,0.00017428077,0.000008150981],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000062960404,0.00004077877,0.014832223,0.00018607636,0.00016742741,0.0000114448785,0.0003212025,0.20379283,0.7757605,0.002828865,0.00030995888,0.0016857431],"study_design_scores_gemma":[0.00084502774,0.00006806881,0.21881169,0.00034123083,0.00009718025,0.000012510053,0.000008242249,0.0063958582,0.77163833,0.001135148,0.00029787028,0.0003488367],"about_ca_topic_score_codex":0.00004057812,"about_ca_topic_score_gemma":0.000082803104,"teacher_disagreement_score":0.20397946,"about_ca_system_score_codex":0.0002575582,"about_ca_system_score_gemma":0.000007843402,"threshold_uncertainty_score":0.83392525},"labels":[],"label_agreement":null},{"id":"W2232516436","doi":"","title":"Free Vibration Analysis of Functionally Graded Elliptical Plates","year":2012,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Vibration; Vibration of plates; Materials science; Structural engineering; Physics; Engineering; Acoustics","score_opus":0.005604684901354323,"score_gpt":0.18698096367517164,"score_spread":0.18137627877381732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2232516436","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47986245,0.00020341283,0.5114498,0.00003798341,0.00015555392,0.000043233813,0.000009566905,0.000120749806,0.008117205],"genre_scores_gemma":[0.9950833,0.000012887765,0.0046590236,0.000016995382,0.000064032574,0.0000012201406,0.00010205367,0.000005715736,0.00005480431],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995774,0.000007004964,0.00016384343,0.000051608964,0.00011117542,0.00008896946],"domain_scores_gemma":[0.99974024,0.000030204823,0.000018089564,0.00013992925,0.000032951124,0.000038603517],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00004697312,0.000060750455,0.00013963738,0.0002122786,0.000017405417,0.000010349519,0.000050245257,0.000038569604,0.0009291543],"category_scores_gemma":[0.000008023845,0.000051545063,0.000104750456,0.00062408164,0.000008218562,0.00013967912,0.000010097672,0.000032639375,0.000003950969],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004299612,0.000017964472,0.018842226,0.0000072418993,0.0012416027,5.5525142e-8,0.00011151029,0.9556625,0.012969809,0.010175034,0.00053085526,0.00043691357],"study_design_scores_gemma":[0.00008562341,0.0000075159696,0.12899375,0.0000010331049,0.0010654713,3.4079227e-7,0.000017898627,0.8617761,0.0075204032,0.0001823435,0.00025942686,0.00009005996],"about_ca_topic_score_codex":0.000008269809,"about_ca_topic_score_gemma":0.000036114547,"teacher_disagreement_score":0.5152208,"about_ca_system_score_codex":0.000015116568,"about_ca_system_score_gemma":0.0000018530732,"threshold_uncertainty_score":0.99998415},"labels":[],"label_agreement":null},{"id":"W2259792082","doi":"10.1115/detc2015-46163","title":"Nonlinear Free Vibration of Piezoelectric Functionally Graded Beams in Thermal Environment","year":2015,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Vibration; Nonlinear system; Piezoelectricity; Boundary value problem; Beam (structure); Displacement (psychology); Thermal; Mechanics; Timoshenko beam theory; Materials science; Natural frequency; Acoustics; Bernoulli's principle; Physics; Classical mechanics; Mathematical analysis; Mathematics; Optics; Thermodynamics","score_opus":0.006683288796915945,"score_gpt":0.1701505526077492,"score_spread":0.16346726381083326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2259792082","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77932763,0.00020249681,0.21515986,0.000067708075,0.000085323845,0.00010372483,0.0000025504148,0.00005761599,0.00499312],"genre_scores_gemma":[0.98888534,0.000013182007,0.01093203,0.000016167169,0.00004508966,0.000002604595,0.00004169303,0.00000797054,0.000055913162],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99956954,0.000009289829,0.00015791575,0.0000673646,0.00012886786,0.00006705357],"domain_scores_gemma":[0.99981636,0.000008112743,0.000018479755,0.00011683985,0.0000138374535,0.000026375523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000052583386,0.00006024275,0.00008717663,0.000099278004,0.0000069697267,0.000006652551,0.000057356945,0.000033065815,0.00012334691],"category_scores_gemma":[0.0000048168276,0.000053353728,0.000027369606,0.00016834587,0.0000057070547,0.000074221745,0.00001133529,0.00004456656,0.000005630366],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007039772,0.000017959645,0.0019338259,0.0000032936086,0.000017452903,3.0582487e-7,0.00007791504,0.9856109,0.009113009,0.00011237984,0.00013051271,0.0029753835],"study_design_scores_gemma":[0.00043924,0.00005195548,0.012127845,0.000002201271,0.000016599446,7.3483545e-7,0.000022806616,0.97674656,0.009976485,0.00024023508,0.0002840991,0.0000912656],"about_ca_topic_score_codex":0.00002192383,"about_ca_topic_score_gemma":0.000025379903,"teacher_disagreement_score":0.20955774,"about_ca_system_score_codex":0.000049649298,"about_ca_system_score_gemma":0.000007668483,"threshold_uncertainty_score":0.21757019},"labels":[],"label_agreement":null},{"id":"W2266210717","doi":"10.5539/mer.v6n1p19","title":"New Bi-modular Material Approach to Buckling Problem of Reinforced Concrete Columns","year":2016,"lang":"en","type":"article","venue":"Mechanical Engineering Research","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Najran University","keywords":"Deflection (physics); Modular design; Reinforced concrete; Structural engineering; Centroid; Buckling; Eccentricity (behavior); Transverse plane; Differential (mechanical device); Differential equation; Materials science; Mathematics; Engineering; Computer science; Geometry; Mathematical analysis; Physics; Classical mechanics","score_opus":0.014006612978909776,"score_gpt":0.24402767109170997,"score_spread":0.2300210581128002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2266210717","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07473922,0.000029965871,0.9235064,0.000071133065,0.00015000138,0.0003708108,0.00001270382,0.00023213222,0.00088762946],"genre_scores_gemma":[0.9071402,0.000022627633,0.09217919,0.0000041646795,0.00021781497,0.000027796379,0.000010853859,0.00005612821,0.00034124468],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983869,0.000028169768,0.0003622094,0.00025453765,0.0004997405,0.0004684183],"domain_scores_gemma":[0.9991406,0.000099969904,0.00001869133,0.00034002852,0.00014692354,0.00025377734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053770037,0.0001584733,0.00030151271,0.00031777698,0.000040606985,0.000053926124,0.0003172952,0.00012989348,0.00012994817],"category_scores_gemma":[0.00010345066,0.00012671624,0.0000821274,0.00069264736,0.000012034536,0.000093614675,0.0001289252,0.00018724267,0.000017736198],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017483515,7.6860243e-7,0.0000010874676,0.000067278386,0.00003757946,9.504233e-7,0.0000405387,0.34957844,0.6428231,0.0056388713,0.00024088103,0.0015529799],"study_design_scores_gemma":[0.00037441443,0.00010055645,0.000020076362,0.000121011544,0.000014074292,0.0000034566451,0.000007715359,0.6718591,0.32474163,0.00009169338,0.0024486736,0.00021759521],"about_ca_topic_score_codex":0.00005142228,"about_ca_topic_score_gemma":0.0000012537073,"teacher_disagreement_score":0.832401,"about_ca_system_score_codex":0.00012490476,"about_ca_system_score_gemma":0.00002955516,"threshold_uncertainty_score":0.5167338},"labels":[],"label_agreement":null},{"id":"W2274667776","doi":"10.1007/1-4020-5370-3_175","title":"Analysis and Design Optimization of Smart Laminated Composite Beams using Layerwise Theory","year":2008,"lang":"en","type":"book-chapter","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Finite element method; Beam (structure); Composite number; Piezoelectricity; Structural engineering; Polygon mesh; Actuator; Materials science; Work (physics); Timoshenko beam theory; Mechanical engineering; Computer science; Engineering; Composite material","score_opus":0.01017160121751649,"score_gpt":0.19404503928568914,"score_spread":0.18387343806817266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2274667776","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00037374508,0.0010431933,0.9566027,0.0000018316825,0.00003865636,0.00015967661,0.000017453724,0.00010839462,0.04165435],"genre_scores_gemma":[0.37346742,0.0116111245,0.5471003,0.000081243415,0.00019349951,0.000007732698,0.0016138689,0.0004636146,0.0654612],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989978,0.00002922227,0.00042949512,0.00024289722,0.00017688502,0.00012366829],"domain_scores_gemma":[0.99930423,0.00007967232,0.00014792134,0.0002638044,0.00014783874,0.000056502424],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00010704945,0.0003110074,0.0006335441,0.00072763197,0.00006619372,0.000029090774,0.00009155557,0.00024336687,0.00046202738],"category_scores_gemma":[0.000003448538,0.00029973304,0.00020954739,0.00025583376,0.000060286864,0.000084340216,0.000033952845,0.00013403177,0.0000011165707],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016459022,0.000003612596,0.000060869308,0.00003096842,0.0017204712,0.000003916335,0.0000766237,0.99605244,0.00032058518,0.00045875827,0.000029175335,0.0012261131],"study_design_scores_gemma":[0.00013213544,0.000021210868,0.00006457948,0.00003858323,0.0029187528,0.000007426488,0.0000029542807,0.9953257,0.0009047349,0.0001527713,0.00012651342,0.0003046673],"about_ca_topic_score_codex":0.00002085615,"about_ca_topic_score_gemma":0.000012071393,"teacher_disagreement_score":0.4095024,"about_ca_system_score_codex":0.000058647674,"about_ca_system_score_gemma":0.000011855844,"threshold_uncertainty_score":0.99994546},"labels":[],"label_agreement":null},{"id":"W2276069606","doi":"10.5897/jmer.9000025","title":"Geometrically nonlinear transient analysis of functionally graded shell panels using a higher-order finite element formulation","year":2010,"lang":"en","type":"article","venue":"Mechanical Engineering Research","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Rotary inertia; Nonlinear system; Transverse plane; Material properties; Materials science; Shell (structure); Mechanics; Functionally graded material; Boundary value problem; Transient (computer programming); Inertia; Mathematical analysis; Geometry; Structural engineering; Mathematics; Physics; Classical mechanics; Composite material; Engineering","score_opus":0.03158407444903142,"score_gpt":0.2895181537144398,"score_spread":0.25793407926540834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2276069606","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41242754,0.000042339485,0.58688617,0.000033569362,0.00024426886,0.00017881316,0.000019448764,0.000104975225,0.00006289388],"genre_scores_gemma":[0.971142,0.000022482802,0.028528428,0.0000049993096,0.000120056735,0.000011630365,0.00010589194,0.000036352074,0.00002813903],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99792784,0.000030141422,0.0005139693,0.00027590554,0.0008399194,0.00041220474],"domain_scores_gemma":[0.99871343,0.0003194207,0.000036635833,0.00034210773,0.0004388706,0.00014953795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007026686,0.00018059842,0.00038114094,0.0017484338,0.00007286599,0.000052114538,0.00021416109,0.00016810161,0.00053415203],"category_scores_gemma":[0.00016475085,0.00017429538,0.00022664286,0.005695476,0.000015890484,0.0001059379,0.000051557494,0.00060388923,0.000003925978],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001054355,0.000031508,0.000038587383,0.000033098902,0.00042188083,0.0000014414568,0.000028205106,0.7437385,0.25382665,0.0010293394,0.0000037189038,0.0008365677],"study_design_scores_gemma":[0.00023977742,0.00006347087,0.003820691,0.000010766594,0.0002961066,7.0601607e-7,0.000004457303,0.983322,0.011283312,0.000052528827,0.0007394691,0.00016671333],"about_ca_topic_score_codex":0.000038164024,"about_ca_topic_score_gemma":0.00002493923,"teacher_disagreement_score":0.55871445,"about_ca_system_score_codex":0.00010707334,"about_ca_system_score_gemma":0.00002687091,"threshold_uncertainty_score":0.71075594},"labels":[],"label_agreement":null},{"id":"W2281448676","doi":"10.1515/secm.2000.9.2.75","title":"Free Vibration Analysis of Angle-Ply Laminated Circular Cylindrical Shells with Clamped Edges","year":2000,"lang":"en","type":"article","venue":"Science and Engineering of Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Concordia University","keywords":"Materials science; Composite material; Vibration; Structural engineering; Acoustics; Engineering; Physics","score_opus":0.0034099516213967978,"score_gpt":0.1767403875946983,"score_spread":0.1733304359733015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2281448676","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.987299,0.00008900159,0.012109114,0.000011320763,0.000055672223,0.00007590487,0.00002808531,0.000060035272,0.0002718134],"genre_scores_gemma":[0.9961221,0.00005051623,0.0037543722,0.000005745979,0.000018463059,0.000002400537,0.000029900093,0.000011033887,0.000005470772],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990466,0.0000108308905,0.00030750176,0.0001748252,0.0002951393,0.00016506],"domain_scores_gemma":[0.99949443,0.000022288634,0.00004877095,0.00025268365,0.00012619446,0.000055630495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002117776,0.00013504074,0.00038473753,0.00048334082,0.000045066823,0.000072075,0.00020117807,0.00004477745,0.00014383135],"category_scores_gemma":[0.00000941253,0.00011563404,0.000040724786,0.0016556113,0.000101712605,0.00022399367,0.000022555223,0.000035858888,5.17762e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007914408,0.0000054878465,0.00010599952,0.000036215784,0.00010344531,6.147798e-7,0.00009502777,0.41584042,0.58312565,0.00004585913,0.000002145555,0.0006312202],"study_design_scores_gemma":[0.00018788534,0.000053443797,0.043362807,0.000037365848,0.00039419535,0.000003681779,0.000008218072,0.31963292,0.6361056,0.000009035001,0.000040566432,0.00016428318],"about_ca_topic_score_codex":0.000022256787,"about_ca_topic_score_gemma":0.0000023594505,"teacher_disagreement_score":0.09620751,"about_ca_system_score_codex":0.000022199696,"about_ca_system_score_gemma":0.000013487459,"threshold_uncertainty_score":0.4715419},"labels":[],"label_agreement":null},{"id":"W2284908848","doi":"10.1061/(asce)em.1943-7889.0001062","title":"Fiber Element Model of Sandwich Panels with Soft Cores and Composite Skins in Bending Considering Large Shear Deformations and Localized Skin Wrinkling","year":2016,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University; Queen's University","funders":"","keywords":"Materials science; Composite material; Deflection (physics); Flexural strength; Structural engineering; Shear (geology); Ultimate tensile strength; Sandwich-structured composite; Stiffness; Composite number; Fibre-reinforced plastic; Sandwich panel; Engineering","score_opus":0.005816176745403869,"score_gpt":0.18857452590259857,"score_spread":0.18275834915719472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2284908848","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3884348,0.00020045826,0.6112597,0.000012816039,0.000026388396,0.000040960265,0.000005375398,0.000011985019,0.0000075204766],"genre_scores_gemma":[0.9586181,0.00029090425,0.04104246,0.0000041773314,0.000019559842,0.0000010736944,0.000001208267,0.00002048608,0.0000020009077],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918246,0.000008114557,0.00042859348,0.00007283213,0.00014692137,0.00016109129],"domain_scores_gemma":[0.9996194,0.00006457838,0.000108572385,0.00007450288,0.00006873511,0.00006420281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020157312,0.00013125947,0.00029147923,0.00028089652,0.000027702567,0.000024709023,0.00005194479,0.000047426198,0.0000084798185],"category_scores_gemma":[0.000016119266,0.000095449985,0.00003794783,0.00013017471,0.0000058612527,0.00021061483,0.000029491728,0.00011693008,1.01805774e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013521456,0.0000072654448,0.00029279193,0.000078737416,0.000080831815,0.0000032993485,0.00036061517,0.9662253,0.03122599,0.00053546607,0.0000019691897,0.0011741953],"study_design_scores_gemma":[0.0009069733,0.000045056524,0.000258486,0.0003765083,0.000064526095,0.000052998177,0.000049047234,0.9887829,0.0091628805,0.0001292638,0.00004641421,0.00012495993],"about_ca_topic_score_codex":0.0000019279084,"about_ca_topic_score_gemma":0.000009124997,"teacher_disagreement_score":0.57021725,"about_ca_system_score_codex":0.000059940463,"about_ca_system_score_gemma":0.000011501632,"threshold_uncertainty_score":0.38923374},"labels":[],"label_agreement":null},{"id":"W2290569376","doi":"10.18186/jte.75509","title":"Coupled Flexural-Lateral-Torsional of Shear Deformable Thin-Walled Beams with Asymmetric Cross-Section – Closed Form Exact Solution","year":2015,"lang":"en","type":"article","venue":"Journal of Thermal Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Materials science; Cross section (physics); Shear (geology); Exact solutions in general relativity; Flexural strength; Structural engineering; Composite material; Physics; Mathematics; Mathematical analysis","score_opus":0.007298294897084285,"score_gpt":0.20695051465665182,"score_spread":0.19965221975956754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2290569376","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87197447,0.00034379118,0.12669437,0.00001130045,0.00057126704,0.00007060658,0.0000017491254,0.00005128719,0.00028115782],"genre_scores_gemma":[0.9915197,0.000026268508,0.008061711,0.000005022298,0.0003154037,0.000001151605,0.000008655216,0.00003441436,0.00002770818],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987675,0.000010463831,0.0005203247,0.0000799948,0.00040878667,0.00021291123],"domain_scores_gemma":[0.99923056,0.00002767158,0.00020723084,0.00011659925,0.0002932358,0.00012471968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033655888,0.0001782278,0.00033677078,0.0004132569,0.000040350333,0.00005580389,0.00014168552,0.000094038965,0.000026488511],"category_scores_gemma":[0.00002532758,0.00013565602,0.00014881126,0.00046664354,0.00001208254,0.0006645284,0.000019587527,0.00025989616,0.0000013908718],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014054363,0.000015198192,0.0009959264,0.000044081477,0.00018548981,0.0000050971016,0.00020378185,0.9737717,0.024120783,0.0000123568925,0.000039140636,0.00046591545],"study_design_scores_gemma":[0.001212548,0.00022266069,0.013626103,0.000067664776,0.000080111466,0.0001144663,0.000014847001,0.97668815,0.007623017,0.000011004072,0.00017613701,0.0001633147],"about_ca_topic_score_codex":0.000025462847,"about_ca_topic_score_gemma":0.0000020510445,"teacher_disagreement_score":0.119545184,"about_ca_system_score_codex":0.00024287506,"about_ca_system_score_gemma":0.000035122466,"threshold_uncertainty_score":0.55318916},"labels":[],"label_agreement":null},{"id":"W2292831302","doi":"10.4028/www.scientific.net/amm.828.27","title":"Optimisation of Variable Stiffness Plates","year":2016,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Innovation, Science and Economic Development Canada","keywords":"Lamination; Orthotropic material; Composite laminates; Stiffness; Composite number; Structural engineering; Robustness (evolution); Materials science; Composite material; Engineering; Finite element method","score_opus":0.0036555414922883793,"score_gpt":0.16674533378439582,"score_spread":0.16308979229210743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2292831302","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23695719,0.000040949137,0.76178926,0.000012572605,0.00021718013,0.00011820122,0.000034310317,0.00006956157,0.00076076126],"genre_scores_gemma":[0.9847286,0.00015490985,0.015034136,0.0000069699695,0.000029732306,0.000007388013,0.000012663459,0.000011243868,0.000014378248],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996634,0.0000035458188,0.0001447959,0.000076124204,0.000042493728,0.00006961162],"domain_scores_gemma":[0.99983066,0.000016004788,0.00003277249,0.000082743594,0.00001856819,0.000019229457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007177202,0.00006617382,0.00013773887,0.000034076846,0.000017223512,0.000015322341,0.000033932734,0.00004287217,0.00015780037],"category_scores_gemma":[0.0000024761803,0.000046100748,0.00000833178,0.000046500463,0.0000032221528,0.000035142184,0.000016214326,0.0000081360895,0.0000018212804],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006614538,0.0000016456875,1.6042151e-7,0.00002334698,0.000016699512,4.6621015e-8,0.000019158377,0.00083090446,0.78488016,0.21065149,0.000019008998,0.0035507616],"study_design_scores_gemma":[0.00031046307,0.000008923295,0.000028383467,0.000022353415,0.00004286067,0.0000012550967,0.000012328612,0.0016805615,0.9498181,0.04764208,0.0003176863,0.00011502383],"about_ca_topic_score_codex":0.000004816993,"about_ca_topic_score_gemma":6.311522e-7,"teacher_disagreement_score":0.7477714,"about_ca_system_score_codex":0.000007905433,"about_ca_system_score_gemma":0.0000027521633,"threshold_uncertainty_score":0.18799339},"labels":[],"label_agreement":null},{"id":"W2296827620","doi":"10.1016/j.compstruct.2016.02.064","title":"Non-linear dynamic instability analysis of laminated composite cylindrical shells subjected to periodic axial loads","year":2016,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Galerkin method; Nonlinear system; Instability; Vibration; Antisymmetric relation; Shell (structure); Mechanics; Buckling; Materials science; Mathieu function; Parametric oscillator; Multiple-scale analysis; Amplitude; Equations of motion; Föppl–von Kármán equations; Structural engineering; Physics; Classical mechanics; Composite material; Mathematical analysis; Mathematics; Engineering","score_opus":0.004458838644526399,"score_gpt":0.22837891154839224,"score_spread":0.22392007290386584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2296827620","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92101574,0.00011500187,0.077361606,0.00007441117,0.00028188963,0.00028524443,0.0001892209,0.00021563917,0.00046122598],"genre_scores_gemma":[0.99376535,0.000028360673,0.0057483097,0.00004564187,0.00006587504,0.0000075349662,0.00025807676,0.00004915391,0.000031688774],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9976683,0.000083023275,0.00080410275,0.000558634,0.00043681258,0.00044909617],"domain_scores_gemma":[0.99844635,0.00012351351,0.00013625169,0.000758788,0.00029623008,0.00023887696],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001146879,0.0004551801,0.0009906907,0.0010154496,0.00013614297,0.00006294887,0.0004908403,0.00021311705,0.00045658863],"category_scores_gemma":[0.000024414845,0.00034298218,0.0004502573,0.00257928,0.00014512225,0.00014707877,0.00013830232,0.00020432836,0.000013321266],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015156441,0.00003494342,0.020787133,0.000051981424,0.0014391565,0.000006744463,0.0004845168,0.23579149,0.73390543,0.000060184902,0.000044241384,0.007242578],"study_design_scores_gemma":[0.000749138,0.00010275955,0.6504013,0.000040690396,0.0013758368,0.000005904779,0.000014719591,0.2670185,0.07944132,0.00010542779,0.00017791023,0.0005665252],"about_ca_topic_score_codex":0.00006141643,"about_ca_topic_score_gemma":0.00019746556,"teacher_disagreement_score":0.6544641,"about_ca_system_score_codex":0.00023295259,"about_ca_system_score_gemma":0.000027459419,"threshold_uncertainty_score":0.99990225},"labels":[],"label_agreement":null},{"id":"W2312963485","doi":"10.1115/detc2003/cie-48214","title":"Non-Conservative and Conservative Loads in Geometrically Nonlinear Shells","year":2003,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Finite element method; Shell (structure); Nonlinear system; Discretization; Finite strain theory; Deformation (meteorology); Rotation (mathematics); Geometry; Mathematics; Structural engineering; Mathematical analysis; Engineering; Physics; Mechanical engineering","score_opus":0.004101111490627517,"score_gpt":0.18906545650172046,"score_spread":0.18496434501109293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312963485","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88633054,0.0002998286,0.051316835,0.00010102822,0.00007767754,0.00018916914,0.0000050314925,0.00007536891,0.061604496],"genre_scores_gemma":[0.9767932,0.000118422235,0.022574179,0.00020994028,0.000012246211,0.0000039837755,0.000008765634,0.0000133623835,0.00026584906],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994302,0.000017299071,0.00019509032,0.00014010517,0.00007739194,0.00013990472],"domain_scores_gemma":[0.99969274,0.00008604548,0.000018060335,0.000098718294,0.000055875666,0.000048570393],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000090111156,0.00011643249,0.0001898617,0.00023099761,0.000023263903,0.000031021566,0.000044713564,0.00005601445,0.00023267743],"category_scores_gemma":[0.00003809472,0.00010378774,0.000027761653,0.0008902217,0.000024323974,0.00010101988,0.000011003119,0.00010278071,0.0000085044885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045234076,0.00014408879,0.5256145,0.000143368,0.00047619126,0.000057023226,0.0029072282,0.437301,0.013425083,0.0072799097,0.003601773,0.009004548],"study_design_scores_gemma":[0.0010336061,0.00006509888,0.11134801,0.000025807205,0.000038704024,0.000007849075,0.00021872377,0.8659851,0.015152609,0.00039280517,0.005283329,0.00044834448],"about_ca_topic_score_codex":0.000042768224,"about_ca_topic_score_gemma":0.00010728246,"teacher_disagreement_score":0.4286841,"about_ca_system_score_codex":0.000035703484,"about_ca_system_score_gemma":0.000012382592,"threshold_uncertainty_score":0.4232341},"labels":[],"label_agreement":null},{"id":"W2314032529","doi":"10.1061/40885(215)12","title":"Deformation of Round Determinate Panels Containing Fibres","year":2006,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Cracking; Materials science; Structural engineering; Deformation (meteorology); Residual; Composite material; Reinforced concrete; Test data; Residual strength; Test method; Computer science; Engineering; Geology","score_opus":0.0039661460205732075,"score_gpt":0.18458712521184856,"score_spread":0.18062097919127534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314032529","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85691243,0.000054154163,0.121299915,0.0000051688603,0.00003870194,0.000033542572,0.0000010860416,0.00007694686,0.021578038],"genre_scores_gemma":[0.99768186,0.0000041787303,0.0021933683,0.000004319619,0.000024106945,8.161915e-7,0.000020110176,0.0000048962893,0.00006636826],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971163,0.0000024021704,0.00014586982,0.00003336406,0.00004948131,0.00005724685],"domain_scores_gemma":[0.9998816,0.0000078169205,0.000021675045,0.00005708891,0.00002382264,0.000007964008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000024773457,0.000045049197,0.00007589401,0.000050698447,0.000015836436,0.00001603737,0.000028999677,0.000020979196,0.000053843916],"category_scores_gemma":[8.356188e-7,0.000038773836,0.000028952409,0.00007727714,0.0000047090457,0.00011939118,0.000005026464,0.000018507155,0.0000020368157],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028506295,0.0000026674238,0.0029162895,0.000026558582,0.000015950827,4.96878e-7,0.00012654733,0.97436994,0.013764261,0.0012920982,0.000075137454,0.007407217],"study_design_scores_gemma":[0.00012279468,0.000017081898,0.022603158,0.00000892279,0.000021508426,0.000002744147,0.000045710014,0.91841525,0.057910737,0.00048535186,0.0002822146,0.000084537234],"about_ca_topic_score_codex":0.00007854689,"about_ca_topic_score_gemma":0.00004593828,"teacher_disagreement_score":0.14076939,"about_ca_system_score_codex":0.000014948797,"about_ca_system_score_gemma":0.0000014673786,"threshold_uncertainty_score":0.15811512},"labels":[],"label_agreement":null},{"id":"W2314374010","doi":"10.2514/6.2001-1551","title":"Optimum design of structures with multiple frequency constraints using the finite element force method","year":2001,"lang":"en","type":"article","venue":"19th AIAA Applied Aerodynamics Conference","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Finite element method; Computer science; Structural engineering; Engineering","score_opus":0.01563926891493526,"score_gpt":0.23130786427347222,"score_spread":0.21566859535853697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314374010","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.027118407,0.000040456773,0.9703366,0.000013597601,0.00005387309,0.00043656025,0.000023462006,0.000074695796,0.0019023312],"genre_scores_gemma":[0.72568244,0.00004179295,0.27415425,0.00002113781,0.000020783022,0.000013996213,0.000033777298,0.00002427344,0.000007541521],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99876213,0.000046949117,0.00037578275,0.00026721868,0.0002476675,0.0003002571],"domain_scores_gemma":[0.99905646,0.00019820797,0.00014720057,0.00039654897,0.00013809155,0.000063467516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018793785,0.0002760615,0.00032731664,0.00009610283,0.0001239157,0.000066814784,0.0003085235,0.00008594955,0.00014536775],"category_scores_gemma":[0.00001258442,0.00019816439,0.00005414095,0.0003639991,0.00013096821,0.00006972279,0.000038371607,0.0002064866,0.0000010509459],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028476477,0.000006421771,0.00046345097,0.000020666845,0.00012156198,0.0000020776065,0.00022111669,0.95160764,0.03292597,0.010044416,0.0000023268665,0.004555862],"study_design_scores_gemma":[0.0004174578,0.000029205934,0.0006210179,0.000019150984,0.00010357757,0.000011833436,0.0001559944,0.9941736,0.0021472578,0.0020636658,0.000011796929,0.00024546665],"about_ca_topic_score_codex":0.00003411059,"about_ca_topic_score_gemma":0.00010328488,"teacher_disagreement_score":0.69856405,"about_ca_system_score_codex":0.00006730521,"about_ca_system_score_gemma":0.00005820006,"threshold_uncertainty_score":0.8080909},"labels":[],"label_agreement":null},{"id":"W2315971921","doi":"10.1115/detc2009-86113","title":"Thermal Effects on Geometrically Nonlinear Vibrations of Rectangular Plates With Fixed Ends","year":2009,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Materials science; Nonlinear system; Vibration; Thermal; Thermal expansion; Displacement (psychology); Excitation; Composite material; Amplitude; Structural engineering; Harmonic; Mechanics; Optics; Acoustics; Physics; Thermodynamics; Engineering; Electrical engineering","score_opus":0.0019578385589903817,"score_gpt":0.17348389937744554,"score_spread":0.17152606081845517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2315971921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9050335,0.00010045047,0.075697854,0.00008310518,0.00003673529,0.00011355696,0.0000029337525,0.00016938047,0.018762445],"genre_scores_gemma":[0.97815216,0.000008920193,0.021664666,0.000052959378,0.00004264371,0.0000010651053,0.000022905238,0.0000080306345,0.000046669335],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996207,0.000007912614,0.0001092445,0.000076689685,0.000104715604,0.000080742386],"domain_scores_gemma":[0.9997475,0.000055402706,0.000017986898,0.00012064909,0.00003129242,0.000027128352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00001985553,0.00008218483,0.00012611577,0.0001716463,0.000022806544,0.00001459244,0.00005135566,0.000035506975,0.00007229587],"category_scores_gemma":[0.000009301486,0.00005774097,0.0000384809,0.00053078274,0.000004881861,0.000049863782,0.0000028918828,0.00005385824,0.000002612119],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002041269,0.000023269497,0.0004241807,0.00001093032,0.000070413844,0.0000027052336,0.000057470264,0.89140207,0.08967731,0.00025670577,0.00010177909,0.017952738],"study_design_scores_gemma":[0.00045107436,0.00062691624,0.035785012,0.000029599174,0.000079888974,0.0000016619529,0.0000071190434,0.6242419,0.3383373,0.000032451953,0.00020650205,0.00020057442],"about_ca_topic_score_codex":0.0000029858124,"about_ca_topic_score_gemma":0.0000048994175,"teacher_disagreement_score":0.26716018,"about_ca_system_score_codex":0.000012399641,"about_ca_system_score_gemma":0.0000036772665,"threshold_uncertainty_score":0.23546083},"labels":[],"label_agreement":null},{"id":"W2320679187","doi":"10.1139/l11-007","title":"Finite element formulation for shear deformable thin-walled beams","year":2011,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Finite element method; Centroid; Boundary value problem; Shear (geology); Mathematical analysis; Offset (computer science); Differential equation; Exact solutions in general relativity; Coordinate system; Mathematics; Series (stratigraphy); Ordinary differential equation; Geometry; Structural engineering; Computer science; Engineering; Materials science","score_opus":0.008148037685175455,"score_gpt":0.17031082591772145,"score_spread":0.16216278823254598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320679187","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009821735,0.0006044173,0.9859299,0.00001804864,0.0006037057,0.00012822263,0.000009246846,0.00003368205,0.0028510466],"genre_scores_gemma":[0.98930174,0.000023341141,0.0104511995,0.000016997597,0.00014304032,0.0000031424192,0.000010163689,0.000028648936,0.000021728172],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927646,0.0000030333208,0.0003339454,0.00005464098,0.000083865714,0.00024803],"domain_scores_gemma":[0.99947166,0.000020636508,0.00005941554,0.00009264688,0.00011454762,0.00024110929],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015071266,0.000116461466,0.00017667192,0.0003372704,0.000055033357,0.000036047397,0.00011586697,0.000052024414,0.00020058094],"category_scores_gemma":[0.000027566679,0.00011454751,0.000118972195,0.00015303481,0.0000030542744,0.0002560042,0.0000032607095,0.00011184848,0.0000014821709],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037202512,0.0000012657881,0.00018353283,0.00003208243,0.00007991156,0.0000040282375,0.00060203485,0.9977191,0.00011519721,0.0004976672,0.00039358463,0.0003678427],"study_design_scores_gemma":[0.00031003996,0.00005142514,0.0010687959,0.000046498473,0.000060840164,0.000019018697,0.000024753897,0.9882555,0.0008380097,0.00018338351,0.008997458,0.00014426283],"about_ca_topic_score_codex":0.00018092638,"about_ca_topic_score_gemma":0.01468267,"teacher_disagreement_score":0.97948,"about_ca_system_score_codex":0.00016835172,"about_ca_system_score_gemma":0.000067669134,"threshold_uncertainty_score":0.8193274},"labels":[],"label_agreement":null},{"id":"W2321837609","doi":"10.1515/secm.2011.026","title":"Non-linear buckling analysis of tapered curved composite plates","year":2011,"lang":"en","type":"article","venue":"Science and Engineering of Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Materials science; Shell (structure); Parametric statistics; Finite element method; RADIUS; Structural engineering; Deformation (meteorology); Composite number; Composite material; Geometry; Mathematics; Engineering; Computer science","score_opus":0.00916052616350249,"score_gpt":0.203134514908545,"score_spread":0.1939739887450425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2321837609","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9892091,0.00011878621,0.010036089,0.0000023740106,0.00020449162,0.00007786516,0.000023781184,0.000066367546,0.00026112312],"genre_scores_gemma":[0.9865385,0.000060782084,0.013336293,0.000004217106,0.00002086813,0.0000024040644,0.000019684145,0.000014994115,0.0000022320105],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99884063,0.0000074831023,0.00046943853,0.0001989529,0.00026007887,0.00022339911],"domain_scores_gemma":[0.999379,0.000025450008,0.00009538557,0.00023978371,0.00018141115,0.00007901487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036042882,0.00017441425,0.00054632255,0.00077547855,0.000059905,0.00004018264,0.00025357888,0.0000509054,0.000050701798],"category_scores_gemma":[0.000011700952,0.00016410825,0.00007532144,0.0014991707,0.00012320008,0.00022548309,0.000066275104,0.000047490663,8.911995e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000092068785,0.000007628769,0.0008507982,0.00007171786,0.00020570071,7.48832e-7,0.00044245445,0.24741034,0.75083894,0.000066656175,0.0000011729045,0.00009462274],"study_design_scores_gemma":[0.000100033045,0.000021377742,0.046879657,0.000040612424,0.0002998844,0.0000021035003,0.000013545865,0.33633187,0.6161618,0.000008009698,0.000005254678,0.00013581086],"about_ca_topic_score_codex":0.00009305471,"about_ca_topic_score_gemma":0.0000026000328,"teacher_disagreement_score":0.13467713,"about_ca_system_score_codex":0.000023396375,"about_ca_system_score_gemma":0.000012401442,"threshold_uncertainty_score":0.669214},"labels":[],"label_agreement":null},{"id":"W2323117526","doi":"10.1515/secm-2014-0167","title":"Size-dependent behavior of laminates with curvilinear fibers made by automated fiber placement","year":2014,"lang":"en","type":"article","venue":"Science and Engineering of Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Consortium de Recherche et d’innovation en Aérospatiale au Québec","keywords":"Curvilinear coordinates; Materials science; Curvature; Buckling; Stiffness; Fiber; Composite material; RADIUS; Structural engineering; Geometry; Mathematics; Computer science; Engineering","score_opus":0.0019588161025503262,"score_gpt":0.1841811989091496,"score_spread":0.18222238280659928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323117526","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978481,0.000057598838,0.0015929027,0.000006880965,0.00010248475,0.00010713264,0.000023448141,0.00014583254,0.000115619754],"genre_scores_gemma":[0.9939793,0.000017336433,0.0059321397,0.000003807659,0.000014023444,0.0000067963624,0.000011918832,0.000015862664,0.000018809793],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99909705,0.000009403323,0.00026966774,0.00015485444,0.00028932554,0.00017968849],"domain_scores_gemma":[0.99958783,0.00003578885,0.000061181585,0.00016027682,0.00009706227,0.000057872698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027214942,0.00014267246,0.00026958282,0.00011903913,0.000039325987,0.0000557545,0.00014927784,0.00003413808,0.00004633583],"category_scores_gemma":[0.000010946695,0.00011947334,0.000017034015,0.0002586448,0.00009024494,0.00013567733,0.000037966714,0.000032677613,0.0000011359837],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006901212,0.000007921074,0.00007902093,0.000087054264,0.000014433881,2.6130752e-7,0.00006385327,0.19502985,0.80449486,0.000018018989,0.000026668347,0.0001711812],"study_design_scores_gemma":[0.00021953562,0.00007490194,0.0042498154,0.000060831193,0.000050900107,0.0000052402265,0.000009098897,0.12869796,0.86640924,0.0000013055645,0.00007840914,0.0001427434],"about_ca_topic_score_codex":0.00002131386,"about_ca_topic_score_gemma":6.4594235e-7,"teacher_disagreement_score":0.066331886,"about_ca_system_score_codex":0.00002727224,"about_ca_system_score_gemma":0.000008948706,"threshold_uncertainty_score":0.48719814},"labels":[],"label_agreement":null},{"id":"W2323201906","doi":"10.2514/6.2010-1188","title":"Analysis of an Embedded Blade Root Carrot Subject to Cold Weather Using a Finite Element Model","year":2010,"lang":"en","type":"article","venue":"48th AIAA Aerospace Sciences Meeting Including the New Horizons Forum and Aerospace Exposition","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Victoria","funders":"","keywords":"Blade (archaeology); Finite element method; Root (linguistics); Subject (documents); Computer science; Cold weather; Structural engineering; Engineering; Meteorology; Physics; World Wide Web","score_opus":0.013565916787816637,"score_gpt":0.2655980557581314,"score_spread":0.25203213897031473,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323201906","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8514999,0.00009595512,0.1468834,0.0005437125,0.00023164168,0.00031041508,0.000020886453,0.00011986066,0.00029418853],"genre_scores_gemma":[0.95903635,0.000021377798,0.040641297,0.00006629025,0.00011655233,0.0000132888135,0.000016118125,0.000033428856,0.000055297656],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978521,0.00007548869,0.00043319288,0.0005228372,0.0005471379,0.0005692812],"domain_scores_gemma":[0.99885505,0.00012314502,0.00021332352,0.00045088862,0.00010818139,0.00024941584],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00080015673,0.0003364487,0.00046918652,0.0004991212,0.00097610126,0.00031529908,0.00043234433,0.0001262199,0.000016742179],"category_scores_gemma":[0.00006696271,0.0002719818,0.00018827812,0.0025309194,0.000164531,0.0005093589,0.00017642554,0.00026667526,0.0000010636961],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010925007,0.000011455639,0.0025980242,0.000006010634,0.00010323185,2.8703442e-7,0.0012825815,0.65165776,0.34368375,0.0003799361,0.000057873895,0.0002081892],"study_design_scores_gemma":[0.00022424683,0.0001943071,0.00040099115,0.000056160774,0.00061414164,0.0000024548422,0.0011301755,0.92983615,0.06705103,0.00012312947,0.000043475633,0.0003237447],"about_ca_topic_score_codex":0.00045981677,"about_ca_topic_score_gemma":0.0053568436,"teacher_disagreement_score":0.2781784,"about_ca_system_score_codex":0.00008737781,"about_ca_system_score_gemma":0.00006623497,"threshold_uncertainty_score":0.99997324},"labels":[],"label_agreement":null},{"id":"W2324798493","doi":"10.1115/pvp2012-78427","title":"Radially Polarized and Magnetized Rotating Cylinders Under Thermal Loading","year":2012,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Orthotropic material; Boundary value problem; Mechanics; Thermal conduction; Thermal; Angular velocity; Physics; Materials science; Electric potential; Classical mechanics; Thermodynamics; Finite element method; Voltage","score_opus":0.005654428343710402,"score_gpt":0.19397561128309357,"score_spread":0.18832118293938316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324798493","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8521966,0.00087223324,0.12897119,0.00006547938,0.00017460708,0.00009714158,6.907976e-7,0.00021158325,0.017410485],"genre_scores_gemma":[0.98221064,0.000018553133,0.017474368,0.00007922838,0.00010951621,0.0000014504309,0.0000059029353,0.000016630327,0.00008374109],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954873,0.000014989951,0.00011853239,0.00006840857,0.0000671599,0.00018217532],"domain_scores_gemma":[0.9998048,0.000028333347,0.00001472411,0.000071750255,0.000011133125,0.00006929351],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000081427126,0.00009144189,0.00011009024,0.000058065856,0.000055080985,0.000047153644,0.000034722707,0.000042161108,0.00032615956],"category_scores_gemma":[0.000004794247,0.000079691294,0.00003301188,0.000096218624,0.000010178415,0.00016344238,0.0000136796825,0.000067239496,0.000005514518],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028970244,0.00001827139,0.034816965,0.000049725502,0.00031686266,9.466554e-7,0.002424034,0.2463509,0.67660177,0.0044829263,0.00013809522,0.034770567],"study_design_scores_gemma":[0.0010868945,0.000015427151,0.059290882,0.000009991134,0.00011423857,0.000008386442,0.00021770345,0.9346837,0.0038173844,0.000095450916,0.0002969429,0.0003630349],"about_ca_topic_score_codex":0.000022791355,"about_ca_topic_score_gemma":0.000010571058,"teacher_disagreement_score":0.6883328,"about_ca_system_score_codex":0.000015646205,"about_ca_system_score_gemma":0.000002770701,"threshold_uncertainty_score":0.35712186},"labels":[],"label_agreement":null},{"id":"W2327116165","doi":"10.2514/6.2007-2297","title":"A Mesh Reduction Method (MRM) for the Free Vibration Analysis of Blades","year":2007,"lang":"en","type":"article","venue":"48th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reduction (mathematics); Vibration; Computer science; Structural engineering; Acoustics; Engineering; Mathematics; Physics; Geometry","score_opus":0.008281168170686196,"score_gpt":0.24975485201500788,"score_spread":0.2414736838443217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2327116165","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5538054,0.0005000889,0.4415785,0.00014639435,0.001699045,0.0008238554,0.0010610345,0.00019928707,0.0001863916],"genre_scores_gemma":[0.9656209,0.00038769693,0.032235354,0.000049537382,0.00039549626,0.000027770244,0.0011542772,0.0000636704,0.0000653106],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99685127,0.0001300204,0.0012289173,0.0007040275,0.0004582082,0.00062758627],"domain_scores_gemma":[0.9977224,0.00026939297,0.0005125468,0.0008799156,0.00044507725,0.00017069215],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00062177575,0.00064739044,0.001151718,0.00063715334,0.00040597486,0.0004002428,0.00063083443,0.0003750618,0.00038572346],"category_scores_gemma":[0.0001196086,0.0004968855,0.00033893588,0.000851873,0.00023875144,0.000474177,0.0001439798,0.0002509709,5.5602914e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010228861,0.000024295025,0.00060882507,0.0009797141,0.007857595,0.000007443025,0.0037681335,0.13535403,0.38869715,0.28515065,0.00048882316,0.17604044],"study_design_scores_gemma":[0.0014025643,0.00017807625,0.09633029,0.00006225009,0.0051774103,0.00007106542,0.0008677779,0.7653149,0.0956941,0.033314917,0.0002970026,0.0012896783],"about_ca_topic_score_codex":0.0006030866,"about_ca_topic_score_gemma":0.0023307162,"teacher_disagreement_score":0.62996083,"about_ca_system_score_codex":0.00015651686,"about_ca_system_score_gemma":0.000052606032,"threshold_uncertainty_score":0.9997483},"labels":[],"label_agreement":null},{"id":"W2332978411","doi":"10.1115/detc2012-71547","title":"Vibration Analysis and Optimization of Sandwiched Beam Structure Using Higher Order Variation of Core Layer Displacement","year":2012,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; Concordia University","funders":"","keywords":"Finite element method; Vibration; Beam (structure); Boundary value problem; Displacement (psychology); Core (optical fiber); Parametric statistics; Displacement field; Mathematics; Mathematical analysis; Materials science; Structural engineering; Physics; Optics; Engineering; Acoustics","score_opus":0.009648277026665687,"score_gpt":0.2301750203424667,"score_spread":0.22052674331580102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332978411","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3717127,0.0000831795,0.62795615,0.000004099653,0.000054456723,0.000059224156,0.0000072166613,0.000015310807,0.00010761488],"genre_scores_gemma":[0.91737413,0.000016543994,0.08241535,0.000007503018,0.00003819296,7.593887e-7,0.00012464645,0.0000099437675,0.000012916745],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994034,0.000013476366,0.00027373675,0.00008481368,0.00013410853,0.00009044384],"domain_scores_gemma":[0.99961525,0.000015449228,0.00010365457,0.00011965507,0.00011350247,0.000032487267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005887419,0.0001004686,0.00021326853,0.00021938988,0.00002656479,0.000012451282,0.000029774706,0.00007035379,0.00060631044],"category_scores_gemma":[0.0000049346527,0.00008651297,0.000039034512,0.0007914675,0.000011624559,0.00023063559,0.000013669061,0.000032773587,7.2388474e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000063586454,0.000011432468,0.011607169,0.000026250471,0.00037724897,1.10100435e-8,0.00022836517,0.882917,0.104494244,0.0002521737,0.000004634969,0.00007512712],"study_design_scores_gemma":[0.00016389815,0.000011998077,0.05713108,0.000004214362,0.00095808826,2.3801755e-7,0.000016448561,0.92607415,0.015531205,0.000015550959,0.000005367677,0.000087788125],"about_ca_topic_score_codex":0.000044267024,"about_ca_topic_score_gemma":0.000023243156,"teacher_disagreement_score":0.5456614,"about_ca_system_score_codex":0.000029046809,"about_ca_system_score_gemma":0.000004477547,"threshold_uncertainty_score":0.6638674},"labels":[],"label_agreement":null},{"id":"W2335168649","doi":"10.2514/6.2006-2276","title":"Limit Load Analysis of Thin Geometrically Nonlinear Structures Using a New Shell Element","year":2006,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Limit (mathematics); Shell (structure); Nonlinear system; Limit load; Finite element method; Structural engineering; Materials science; Computer science; Physics; Mathematical analysis; Mathematics; Engineering; Composite material","score_opus":0.007087574216909748,"score_gpt":0.21381648487111524,"score_spread":0.20672891065420548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335168649","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41907233,0.0006590884,0.5743103,0.000028870065,0.000076282326,0.000096212905,0.000015321639,0.00012380564,0.005617825],"genre_scores_gemma":[0.8824488,0.000027861011,0.1171169,0.000025113584,0.00010477143,3.1508873e-7,0.00007091308,0.00001498295,0.00019037741],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898183,0.000009569473,0.00039975697,0.00015480001,0.0002961202,0.00015789483],"domain_scores_gemma":[0.99954164,0.000026866479,0.00006293765,0.00022042674,0.00009822276,0.000049888095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006247195,0.00013994791,0.00033181687,0.00070554035,0.000028090837,0.000040252242,0.00011747707,0.00006011628,0.0008190264],"category_scores_gemma":[0.000008832522,0.00011927924,0.00022186212,0.0027306161,0.000009207718,0.000064550935,0.000025649562,0.000066028835,0.0000014731615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000033575768,0.000009315775,0.0026496924,0.000007832863,0.0006391804,7.5723716e-7,0.000029983608,0.9888068,0.0057787937,0.00022362592,0.00040941377,0.0014412727],"study_design_scores_gemma":[0.00014177994,0.0000115813045,0.01000793,0.000002352032,0.0012154601,4.4786768e-7,0.000009107137,0.9821721,0.0053112595,0.00014564452,0.00084701984,0.0001353527],"about_ca_topic_score_codex":0.0014997486,"about_ca_topic_score_gemma":0.0008229622,"teacher_disagreement_score":0.46337646,"about_ca_system_score_codex":0.00010402765,"about_ca_system_score_gemma":0.000024069808,"threshold_uncertainty_score":0.89677644},"labels":[],"label_agreement":null},{"id":"W2336236170","doi":"10.1177/0263092316644134","title":"Effect of plate’s parameters on vibration of isotropic tapered rectangular plate with different boundary conditions","year":2016,"lang":"en","type":"article","venue":"Journal of low frequency noise, vibration and active control","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Northern College","funders":"","keywords":"Isotropy; Tapering; Vibration; Boundary value problem; Plate theory; Bending of plates; Mathematics; Rayleigh–Ritz method; Boundary (topology); Geometry; Fundamental frequency; Mathematical analysis; Materials science; Physics; Acoustics; Optics; Composite material; Bending","score_opus":0.0026602070565804586,"score_gpt":0.1949506900532486,"score_spread":0.19229048299666815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2336236170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87944937,0.00011847347,0.11983428,0.0001291078,0.00010998629,0.00018842092,0.00004662552,0.000011243209,0.00011247264],"genre_scores_gemma":[0.9993277,0.00010752731,0.00045701183,0.000027136934,0.00004616139,0.0000050054964,0.00001222427,0.000013913246,0.0000033110034],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99904525,0.00011207445,0.0004382276,0.0000991754,0.00020880745,0.00009647486],"domain_scores_gemma":[0.99901783,0.00026192827,0.00038863008,0.000101552636,0.00017012602,0.00005993422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008628491,0.00016118231,0.00042099986,0.00022670203,0.000051501105,0.000025677662,0.000058985508,0.00006658899,0.000053084772],"category_scores_gemma":[0.000048705744,0.00009317108,0.000112718015,0.000117819036,0.00006247503,0.00040973164,0.0000029824455,0.000106459665,3.653527e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009929263,0.000045467154,0.002368038,0.00008630233,0.00057123543,0.000006012528,0.00016842486,0.035265774,0.9513161,0.00024864927,0.000025264893,0.008905793],"study_design_scores_gemma":[0.009366467,0.004957968,0.059314575,0.00078741135,0.0006535604,0.000030844043,0.000042829655,0.03635002,0.8872715,0.0008808884,0.00001601163,0.00032792418],"about_ca_topic_score_codex":0.0000031624481,"about_ca_topic_score_gemma":0.000009055764,"teacher_disagreement_score":0.119878314,"about_ca_system_score_codex":0.0000715136,"about_ca_system_score_gemma":0.00002447223,"threshold_uncertainty_score":0.37994066},"labels":[],"label_agreement":null},{"id":"W2344102490","doi":"10.1139/cjce-2015-0130","title":"Dynamics of a beam-column element on an elastic foundation","year":2016,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Stiffness; Foundation (evidence); Beam (structure); Constant (computer programming); Column (typography); Structural engineering; Element (criminal law); Exact solutions in general relativity; Mathematics; Elasticity (physics); Mathematical analysis; Materials science; Engineering; Computer science; Composite material","score_opus":0.0029735529077085337,"score_gpt":0.1692147636755856,"score_spread":0.16624121076787707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2344102490","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30078313,0.00012312841,0.6973487,0.00011965538,0.00066853414,0.00006860149,0.000016527483,0.000025146222,0.0008465811],"genre_scores_gemma":[0.9992633,0.000017895612,0.0005625039,0.000006137271,0.000110991365,6.705266e-7,0.000005442984,0.0000212126,0.00001183442],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993688,0.000005896607,0.0002979997,0.000055403845,0.0001147828,0.00015713871],"domain_scores_gemma":[0.9994728,0.0000286509,0.00006897665,0.00010921915,0.00009858633,0.00022176941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000103109865,0.000095445466,0.00016039709,0.0003916636,0.000021951822,0.000023060216,0.000110997564,0.00003784714,0.00020078296],"category_scores_gemma":[0.00003431802,0.00008023658,0.00006254744,0.00015840119,0.000009188265,0.00016215154,0.000002339044,0.00007702223,0.0000016208567],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024365397,0.0000023986217,0.00042640837,0.000017633782,0.00005630913,0.0000061683336,0.000068234636,0.991603,0.002894128,0.0007735585,0.000053667263,0.0040960293],"study_design_scores_gemma":[0.00058529124,0.00028827976,0.008483298,0.00038191566,0.00010659536,0.000039317707,0.000033470347,0.9849203,0.0024149437,0.0002628527,0.002189562,0.00029414528],"about_ca_topic_score_codex":0.00008736623,"about_ca_topic_score_gemma":0.059612118,"teacher_disagreement_score":0.6984802,"about_ca_system_score_codex":0.0003652408,"about_ca_system_score_gemma":0.00007720368,"threshold_uncertainty_score":0.9575475},"labels":[],"label_agreement":null},{"id":"W2398777276","doi":"10.1016/j.ijnonlinmec.2016.05.003","title":"Damping for large-amplitude vibrations of plates and curved panels, Part 1: Modeling and experiments","year":2016,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Vibration; Boundary value problem; Laser Doppler vibrometer; Nonlinear system; Isotropy; Amplitude; Physics; Mechanics; Mathematical analysis; Acoustics; Mathematics; Optics; Laser","score_opus":0.02265102266880592,"score_gpt":0.27962069689994756,"score_spread":0.25696967423114164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2398777276","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.103768766,0.00025586973,0.89539796,0.00010479761,0.00037831743,0.000046633173,0.000029095854,0.0000065396744,0.00001203717],"genre_scores_gemma":[0.9797476,0.00047442908,0.019518113,0.000022160792,0.00020885497,0.0000016609722,0.000008306291,0.00001208547,0.0000068101604],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936676,0.0000071916274,0.0003379551,0.00006716695,0.00014870969,0.000072186915],"domain_scores_gemma":[0.9994445,0.000055243872,0.000116732335,0.000047915593,0.0003018288,0.000033806504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014793547,0.00007412559,0.00014350771,0.000113968876,0.000026428483,0.000027042797,0.00009224174,0.00003326996,0.000015828713],"category_scores_gemma":[0.00003924068,0.00005635333,0.00005278015,0.000028431396,0.000004541996,0.000207641,0.000027324815,0.000041333646,1.6710506e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020109405,0.00010227828,0.0004038733,0.000072427196,0.0015794087,0.0000071828476,0.0024175262,0.5403886,0.42770594,0.00964723,0.00017988803,0.01729457],"study_design_scores_gemma":[0.0006630993,0.000036828158,0.000017755292,0.000101053534,0.00003480895,0.000012511542,0.00006870251,0.9833578,0.01410976,0.0011338157,0.00039740265,0.00006646161],"about_ca_topic_score_codex":0.0000015631135,"about_ca_topic_score_gemma":0.000004023835,"teacher_disagreement_score":0.8759788,"about_ca_system_score_codex":0.000024523726,"about_ca_system_score_gemma":0.000011773265,"threshold_uncertainty_score":0.22980219},"labels":[],"label_agreement":null},{"id":"W2401194801","doi":"","title":"On the strongly c-harmoniousness of cycle with some chords.","year":2013,"lang":"en","type":"article","venue":"Ars Combinatoria","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Mathematics; Pure mathematics","score_opus":0.0029222295011968966,"score_gpt":0.1704043831490435,"score_spread":0.1674821536478466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2401194801","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99662465,0.000067058965,0.0001257698,0.00009224229,0.00022152143,0.00012909881,0.0000013000184,0.0000556383,0.0026827487],"genre_scores_gemma":[0.9998231,0.0000115244775,0.000072522664,0.000023094764,0.0000064080327,0.000014359607,0.000004682307,0.000017451455,0.000026886455],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99953496,0.000014274106,0.000115525305,0.00008398626,0.00013656888,0.00011469212],"domain_scores_gemma":[0.9996023,0.00004656888,0.00003105887,0.0002388002,0.00005254985,0.00002872695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000359489,0.00009641954,0.00012499276,0.000040095358,0.00004283956,0.00003041769,0.0001374118,0.000028756098,0.00014099372],"category_scores_gemma":[0.0000046593195,0.000060013866,0.00003527528,0.0001678749,0.000022992435,0.00010140059,0.000013647913,0.00008999191,0.000020448844],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000115616795,0.000051530158,0.0014623824,0.000026768403,0.00020975045,0.0000012779648,0.00030591394,0.34429842,0.00248633,0.6467264,0.002873843,0.0015458037],"study_design_scores_gemma":[0.0020454808,0.00047011304,0.05948884,0.00011292746,0.0001886183,0.000004233382,0.00027002554,0.47007287,0.034389358,0.4317183,0.00045036103,0.000788909],"about_ca_topic_score_codex":0.00004212993,"about_ca_topic_score_gemma":0.0000031384047,"teacher_disagreement_score":0.21500812,"about_ca_system_score_codex":0.000023608914,"about_ca_system_score_gemma":0.0000051143243,"threshold_uncertainty_score":0.24472944},"labels":[],"label_agreement":null},{"id":"W2415860673","doi":"10.1080/09243046.2016.1190992","title":"Stress analysis of thick orthotropic cantilever tubes under transverse loading","year":2016,"lang":"en","type":"article","venue":"Advanced Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Orthotropic material; Cantilever; Materials science; Finite element method; Transverse plane; Displacement field; Displacement (psychology); Composite material; Structural engineering; Stress (linguistics); Elasticity (physics); Stress field; Engineering","score_opus":0.004882217665521054,"score_gpt":0.20889743546216033,"score_spread":0.20401521779663928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2415860673","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9176753,0.00012499788,0.081343114,0.000024645069,0.00023334926,0.00008748952,0.0001850214,0.00010941538,0.00021665942],"genre_scores_gemma":[0.99737656,0.00020228229,0.0022265625,0.000017325345,0.000034193206,0.0000057359885,0.00007352334,0.0000262134,0.00003760714],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99895436,0.000042623462,0.00042178528,0.00020919873,0.00016069996,0.00021134633],"domain_scores_gemma":[0.9994524,0.00006030174,0.000059720533,0.00030331998,0.00007147827,0.00005274245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005000655,0.0001928802,0.0005263011,0.0003134107,0.00004608537,0.00003181302,0.00014863296,0.0000653125,0.0006339348],"category_scores_gemma":[0.0000033247172,0.00014237875,0.00014817227,0.0005174537,0.000034399065,0.00020180004,0.000021549302,0.000032116513,0.0000061248597],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021765376,0.000006563994,0.00090475625,0.000026451882,0.0006908254,0.0000014847022,0.00006420393,0.27415836,0.72300255,0.00025089234,0.0000038283083,0.00086835097],"study_design_scores_gemma":[0.00041592398,0.000019475006,0.023634288,0.00008196213,0.0010937895,0.0000013293286,0.000019269737,0.0036313534,0.9706677,0.00008846585,0.0000981453,0.00024830337],"about_ca_topic_score_codex":0.000045893743,"about_ca_topic_score_gemma":0.00008992126,"teacher_disagreement_score":0.270527,"about_ca_system_score_codex":0.000056899415,"about_ca_system_score_gemma":0.000005699525,"threshold_uncertainty_score":0.69411415},"labels":[],"label_agreement":null},{"id":"W2418275252","doi":"10.1177/1045389x16649701","title":"Modelling and simulation of surface-bonded piezoelectric actuators with bending effects","year":2016,"lang":"en","type":"article","venue":"Journal of Intelligent Material Systems and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Actuator; Piezoelectricity; Bending; Materials science; Structural engineering; Chebyshev polynomials; Surface (topology); Shear (geology); Composite material; Engineering; Geometry; Mathematics; Mathematical analysis","score_opus":0.005828477776245298,"score_gpt":0.20148581911389354,"score_spread":0.19565734133764826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2418275252","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6550449,0.0004901691,0.3441505,0.0000020784241,0.00023634506,0.00005743636,0.0000025026022,0.000006452807,0.000009625778],"genre_scores_gemma":[0.9986009,0.00031982074,0.00093484856,8.68771e-7,0.00012510152,2.5748864e-7,8.64967e-7,0.000013491214,0.0000038252065],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99926937,0.000028050874,0.00037887273,0.0000733427,0.00015371961,0.00009663878],"domain_scores_gemma":[0.99951416,0.00007302668,0.00020838731,0.000058005844,0.0000938437,0.00005260145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009938026,0.00012333471,0.00031029203,0.00013362167,0.000033183394,0.00006193744,0.00004377424,0.000056185454,0.000009037066],"category_scores_gemma":[0.0000073836495,0.00006676861,0.00003370235,0.000080907004,0.000017783594,0.00012530986,0.0000080766495,0.00004230995,5.0315876e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008069768,0.000001684093,0.00042844543,0.00015108331,0.00011933476,0.0000022695046,0.00016259367,0.9694093,0.023597522,0.00025144054,0.000003486214,0.0057921363],"study_design_scores_gemma":[0.00039586067,0.00026500385,0.0003205183,0.00036564464,0.00014547346,0.00007578748,0.000051634266,0.92949766,0.0680984,0.0005271701,0.00008172824,0.00017509963],"about_ca_topic_score_codex":0.000020487063,"about_ca_topic_score_gemma":0.000001415317,"teacher_disagreement_score":0.34355605,"about_ca_system_score_codex":0.000032657994,"about_ca_system_score_gemma":0.000006495958,"threshold_uncertainty_score":0.2722745},"labels":[],"label_agreement":null},{"id":"W2419028781","doi":"10.16943/ptinsa/2016/48427","title":"Numerical Studies Of Piezoelectric Composites Using Nurbs For Geometry And Field Functions","year":2016,"lang":"en","type":"article","venue":"Revista de Fomento Social","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Piezoelectricity; Composite material; Materials science; Field (mathematics); Geometry; Mathematics; Pure mathematics","score_opus":0.015722183078905605,"score_gpt":0.27682015137345045,"score_spread":0.26109796829454485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2419028781","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44210765,0.0026565318,0.5548176,0.00013649065,0.00005127253,0.00011281335,0.0000121173225,0.00003636844,0.00006913975],"genre_scores_gemma":[0.99764764,0.00016275505,0.0019868738,0.000016330543,0.00013035796,0.00000565984,0.000003353416,0.0000095665,0.000037489495],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995943,0.000013016357,0.00014559305,0.00007758038,0.00005667777,0.00011284375],"domain_scores_gemma":[0.99971837,0.00012910955,0.000036370904,0.000044480774,0.000050012317,0.000021681155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000058630107,0.00006999673,0.00018891344,0.00008037458,0.00009122519,0.000019659512,0.000031735934,0.000035394896,0.000015393181],"category_scores_gemma":[0.000029746368,0.000054631262,0.000067416695,0.00020404001,0.000017332279,0.0000428712,0.000009841055,0.00002555777,2.876165e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021773882,0.00014529689,0.05426348,0.0018638892,0.0040187947,0.000002706537,0.0033516833,0.014497512,0.5030819,0.011527695,0.018260926,0.38876835],"study_design_scores_gemma":[0.00903954,0.0020372353,0.027933517,0.0011565624,0.0060811155,0.000055119617,0.0020935184,0.7884417,0.07706521,0.005990209,0.07644456,0.0036617238],"about_ca_topic_score_codex":0.0000033642903,"about_ca_topic_score_gemma":7.8508725e-7,"teacher_disagreement_score":0.7739442,"about_ca_system_score_codex":0.00009358195,"about_ca_system_score_gemma":0.0000063801067,"threshold_uncertainty_score":0.22277983},"labels":[],"label_agreement":null},{"id":"W2462217392","doi":"10.5267/j.esm.2016.6.001","title":"An effective combination of finite element and differential quadrature method for analyzing of plates partially resting on elastic foundation","year":2016,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Quadrature (astronomy); Structural engineering; Foundation (evidence); Differential (mechanical device); Materials science; Physics; Engineering; Optics","score_opus":0.004081629024333301,"score_gpt":0.23782015223915515,"score_spread":0.23373852321482186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2462217392","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13811666,0.00002731443,0.861453,0.000005857349,0.000149763,0.0001848001,0.000010496957,0.00004993082,0.00000220033],"genre_scores_gemma":[0.9736226,0.00002199458,0.026233278,0.0000011625898,0.00004569471,0.000018301367,0.00003204889,0.000023687411,0.0000011994352],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936455,0.00002170146,0.0002617914,0.00013500777,0.00009889412,0.00011807766],"domain_scores_gemma":[0.99932367,0.00035310996,0.00008756243,0.000115669674,0.00008703004,0.000032974265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017206419,0.0001272331,0.00022875752,0.00017107386,0.00002858121,0.000015224338,0.00005192123,0.00006458013,0.0000046950245],"category_scores_gemma":[0.0001258214,0.000105634084,0.000049746912,0.00012870423,0.0000031674074,0.000093583985,0.000010112617,0.000054090568,1.09948495e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019007757,0.000010177955,0.000017249802,0.0000921049,0.00006896904,8.640958e-8,0.00010942292,0.6821625,0.30140764,0.0055732005,5.484809e-7,0.01053906],"study_design_scores_gemma":[0.0003948834,0.00021543165,0.00040069746,0.00013024692,0.00008637,3.2564594e-7,0.0000055869573,0.83808076,0.16015364,0.00042811912,0.0000079853535,0.000095951524],"about_ca_topic_score_codex":0.0000016654213,"about_ca_topic_score_gemma":0.0000051573447,"teacher_disagreement_score":0.83550596,"about_ca_system_score_codex":0.0000412523,"about_ca_system_score_gemma":0.0000040568348,"threshold_uncertainty_score":0.43076327},"labels":[],"label_agreement":null},{"id":"W2469569226","doi":"10.1007/s10999-016-9348-z","title":"Extensions of the U* theory for applications on orthotropic composites and nonlinear elastic materials","year":2016,"lang":"en","type":"article","venue":"International Journal of Mechanics and Materials in Design","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Orthotropic material; Solid mechanics; Composite material; Materials science; Nonlinear system; Structural engineering; Engineering; Physics; Finite element method","score_opus":0.008130997151276232,"score_gpt":0.22465332139342295,"score_spread":0.2165223242421467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2469569226","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28080505,0.000086064996,0.71832556,0.00012740806,0.00044445135,0.00014301292,0.00006035544,0.0000036337808,0.0000044783346],"genre_scores_gemma":[0.98789835,0.00041288653,0.011541991,0.00002582005,0.00009799325,0.000007236051,0.0000018466474,0.000008499218,0.0000053885924],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945104,0.000045709603,0.00030442057,0.000054044296,0.00009604968,0.00004875877],"domain_scores_gemma":[0.99945176,0.00020948143,0.00013431355,0.000059207046,0.00012876072,0.000016482863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027396562,0.00006280481,0.00014571687,0.00009164386,0.000019904423,0.000026164504,0.00011510638,0.000030992305,0.000022400198],"category_scores_gemma":[0.000043511372,0.000035114568,0.00002459685,0.00002891323,0.000010682377,0.00004413207,0.0000227288,0.00002064062,1.7984856e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010587627,0.000013260324,0.0000067981327,0.000012604751,0.000062402665,6.808943e-7,0.00002609216,0.004009455,0.9554319,0.038290404,0.000018008737,0.0020225293],"study_design_scores_gemma":[0.00096372515,0.00013390162,0.00067657937,0.000323919,0.000084666426,0.000046685862,0.000017350954,0.005577966,0.9261808,0.06555818,0.00032726562,0.000108957705],"about_ca_topic_score_codex":6.8205577e-7,"about_ca_topic_score_gemma":8.51939e-7,"teacher_disagreement_score":0.7070933,"about_ca_system_score_codex":0.00001745872,"about_ca_system_score_gemma":0.000008682056,"threshold_uncertainty_score":0.14319305},"labels":[],"label_agreement":null},{"id":"W2470556621","doi":"10.1139/tcsme-2006-0001","title":"STRESS-BASED FINITE ELEMENT METHOD FOR EULER-BERNOULLI BEAMS","year":2006,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto; University of New Brunswick","funders":"","keywords":"Finite element method; Bernoulli's principle; Displacement (psychology); Transverse plane; Boundary value problem; Stress (linguistics); Mathematics; Mathematical analysis; Compatibility (geochemistry); Mixed finite element method; Structural engineering; Physics; Materials science; Engineering","score_opus":0.005758469677298715,"score_gpt":0.20682502657010593,"score_spread":0.20106655689280722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2470556621","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0002466358,0.00007437723,0.99820447,0.00024519555,0.00029947935,0.00035861816,0.00047646541,0.00007196429,0.000022765584],"genre_scores_gemma":[0.6422408,0.0000051503507,0.3573113,0.00005130151,0.00009073636,0.00011049425,0.000085523054,0.000050641644,0.000053998312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992364,0.0000044258313,0.00025169185,0.0001309245,0.000106521155,0.00027000596],"domain_scores_gemma":[0.9994184,0.00019405026,0.000029364863,0.0002031269,0.000063915344,0.000091135225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012446629,0.00014374114,0.00018336266,0.0000553454,0.00016540394,0.000023674207,0.00017127326,0.0001140298,0.00003569162],"category_scores_gemma":[0.000011378855,0.00013452316,0.00071698055,0.00024511112,0.000008772115,0.00004143487,0.0000018774773,0.00011738995,1.7905464e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000197486,0.000006318463,0.0000010452723,0.00010108905,0.00011814008,2.6476584e-8,0.000020688587,0.9942715,0.0031280546,0.0012009632,0.00017432777,0.0009758539],"study_design_scores_gemma":[0.00031385486,0.000019367686,0.000010303963,0.00002369374,0.00019011764,2.3138956e-7,0.000012519719,0.9537498,0.039219145,0.00017467927,0.0061472505,0.00013903345],"about_ca_topic_score_codex":0.003725052,"about_ca_topic_score_gemma":0.021677284,"teacher_disagreement_score":0.6419942,"about_ca_system_score_codex":0.00027527034,"about_ca_system_score_gemma":0.000056033365,"threshold_uncertainty_score":0.9961746},"labels":[],"label_agreement":null},{"id":"W2472566568","doi":"10.1007/978-3-319-16727-5_42","title":"Semi-Analytical Solution for Torsion of a Micropolar Beam of Elliptic Cross Section","year":2015,"lang":"en","type":"book-chapter","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Torsion (gastropod); Cross section (physics); Section (typography); Mathematics; Beam (structure); Mathematical analysis; Physics; Computer science; Optics; Medicine; Anatomy; Quantum mechanics","score_opus":0.015248821478104323,"score_gpt":0.24413316926765188,"score_spread":0.22888434778954755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2472566568","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0039846585,0.002267482,0.78987604,0.000014414638,0.0009623737,0.00063807337,0.00016653018,0.00015677727,0.20193364],"genre_scores_gemma":[0.70958054,0.00050369184,0.01536582,0.000016104043,0.0012682475,0.000010007399,0.0013900623,0.00025388325,0.27161166],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910086,0.0000033518943,0.00044936853,0.00015872817,0.0001823245,0.00010533398],"domain_scores_gemma":[0.9992531,0.000021400523,0.00012954047,0.0002009248,0.00035019277,0.000044841938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000111384696,0.00018328229,0.00041314476,0.00018587345,0.000024073754,0.000012182717,0.00007580798,0.00030881935,0.00023779487],"category_scores_gemma":[0.000008738204,0.00017107285,0.00026998555,0.00004382107,0.000040234154,0.000054821114,0.000020927366,0.00011096694,0.0000027539477],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017434973,0.000040872266,0.00011112474,0.0015529897,0.0015302843,9.606641e-7,0.00020314529,0.8785586,0.06051104,0.035145853,0.018687643,0.003483187],"study_design_scores_gemma":[0.00046373424,0.00018236577,0.00003309611,0.00014207624,0.0009946628,0.000005260422,0.0000060604693,0.9268327,0.015562598,0.0018965453,0.053482503,0.00039841924],"about_ca_topic_score_codex":0.00002281602,"about_ca_topic_score_gemma":0.000025720408,"teacher_disagreement_score":0.7745102,"about_ca_system_score_codex":0.00013875551,"about_ca_system_score_gemma":0.000019995732,"threshold_uncertainty_score":0.69761485},"labels":[],"label_agreement":null},{"id":"W2473809410","doi":"10.1115/detc2015-46860","title":"Nonlinear Vibration of Carbon Nanotube Resonators Considering Higher Modes","year":2015,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Galerkin method; Vibration; Timoshenko beam theory; Nonlinear system; Boundary value problem; Beam (structure); Carbon nanotube; Mechanics; Bernoulli's principle; Physics; Nonlinear resonance; Differential equation; Position (finance); Euler's formula; Materials science; Classical mechanics; Mathematical analysis; Mathematics; Acoustics; Composite material; Optics; Thermodynamics","score_opus":0.012938682937561445,"score_gpt":0.2106469871871339,"score_spread":0.19770830424957245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2473809410","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9350076,0.00034208156,0.018658552,0.000053992775,0.00021365471,0.000069712594,0.0000020838695,0.00019784518,0.04545448],"genre_scores_gemma":[0.9862255,0.000008689962,0.013595917,0.000014053487,0.000047938087,9.997503e-7,0.000009543972,0.0000115593975,0.00008583354],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996117,0.000007688256,0.00014708789,0.0000662829,0.00010200583,0.000065282344],"domain_scores_gemma":[0.9997749,0.000009672096,0.000017801696,0.00010258061,0.000058178448,0.00003689279],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003941204,0.0000655908,0.000107975044,0.00006563223,0.000008673182,0.000011437709,0.000034915545,0.000038550985,0.000036202662],"category_scores_gemma":[0.000005555047,0.000058463644,0.000026797525,0.00013453011,0.000008958396,0.00006663246,0.000011023277,0.000033030654,0.0000010677717],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000045485335,0.0000047038207,0.00078372227,0.000013130009,0.000034456945,6.7417193e-7,0.00013627463,0.97980094,0.017405177,0.0012003153,0.00018472622,0.00043130497],"study_design_scores_gemma":[0.00014491168,0.00001240207,0.0001867461,0.000006029571,0.000019594017,6.3750167e-7,0.000041878287,0.9124011,0.08596554,0.00022799858,0.0009102369,0.00008292691],"about_ca_topic_score_codex":0.000055700722,"about_ca_topic_score_gemma":0.000033568904,"teacher_disagreement_score":0.06856036,"about_ca_system_score_codex":0.000025851456,"about_ca_system_score_gemma":0.000008722736,"threshold_uncertainty_score":0.23840782},"labels":[],"label_agreement":null},{"id":"W2500375008","doi":"10.1017/cbo9780511609725.011","title":"Vector order parameter and topological defects","year":2009,"lang":"en","type":"book-chapter","venue":"Cambridge University Press eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Topology (electrical circuits); Vector (molecular biology); Order (exchange); Mathematics; Biology; Combinatorics; Business; Genetics","score_opus":0.009067917898370092,"score_gpt":0.17080627137574256,"score_spread":0.16173835347737248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2500375008","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0013664959,0.00033528713,0.0019710874,0.0000048911133,0.0000918239,0.00014206713,0.000030414161,0.0001825314,0.9958754],"genre_scores_gemma":[0.032184936,0.00032982466,0.0008466602,0.000055822835,0.00011213535,2.2569371e-7,0.000059737482,0.00003663987,0.96637404],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99938285,0.0000110374085,0.00010370689,0.0002517699,0.00009926149,0.00015135152],"domain_scores_gemma":[0.9995548,0.000037003767,0.00004012359,0.00021944477,0.000056829816,0.00009181253],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00001919926,0.00025394757,0.00030080831,0.00010810334,0.000070648464,0.000039069015,0.00012514397,0.00028376153,0.000010417257],"category_scores_gemma":[0.0000037237573,0.00026774785,0.00010726043,0.000008686271,0.00006654895,0.000039459544,0.000067030574,0.00025864193,0.0000025863583],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000626628,0.0000067851843,0.000010966784,0.00012788744,0.00051152037,0.00031543744,0.00006270953,0.0038840787,0.0003807042,0.9672607,0.013758915,0.013617644],"study_design_scores_gemma":[0.00043038954,0.00007583245,0.00029006312,0.00007006906,0.00058658805,0.00002296648,0.00000513761,0.010415247,0.00027752106,0.000047604342,0.9870705,0.0007080719],"about_ca_topic_score_codex":0.000010150212,"about_ca_topic_score_gemma":0.0000020428186,"teacher_disagreement_score":0.9733116,"about_ca_system_score_codex":0.000074403084,"about_ca_system_score_gemma":0.000008520563,"threshold_uncertainty_score":0.99997747},"labels":[],"label_agreement":null},{"id":"W2504573137","doi":"10.5539/jmr.v8n4p166","title":"Mathematical Formulation of Laminated Composite Thick Conical Shells","year":2016,"lang":"en","type":"article","venue":"Journal of Mathematics Research","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Span (engineering); Conical surface; Mathematics; Rotary inertia; Shell (structure); Deformation (meteorology); Shear (geology); Inertia; Geometry; Structural engineering; Classical mechanics; Composite material; Engineering; Physics; Materials science","score_opus":0.03661955301526055,"score_gpt":0.33136456229053707,"score_spread":0.2947450092752765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2504573137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.698552,0.0001576154,0.29586074,0.00025580017,0.00006775487,0.00014274323,0.0000045684046,0.000020757054,0.004937986],"genre_scores_gemma":[0.97637624,0.00013359851,0.02330938,0.0000020823038,0.000056081662,8.0066997e-7,8.453348e-7,0.000018780664,0.00010217292],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981503,0.00007235968,0.00076000753,0.000059852257,0.00076758047,0.00018989005],"domain_scores_gemma":[0.99805665,0.0008045978,0.00016115856,0.00019407955,0.0006994971,0.0000840307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014218799,0.00009071166,0.00035252792,0.00033909158,0.000036704052,0.000031039763,0.00023681037,0.00008977205,0.00033695085],"category_scores_gemma":[0.00022695347,0.000053599422,0.0001317799,0.00029218156,0.00006441038,0.00015432762,0.000042335767,0.0002366363,0.000021382268],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007969106,0.00046482313,0.0004810629,0.0012877149,0.00062784867,0.00003175734,0.0020903288,0.024066463,0.9055748,0.04888433,0.0022333076,0.014177863],"study_design_scores_gemma":[0.0021999408,0.0005089997,0.0015237989,0.0018990493,0.00019647453,0.00025696738,0.00035824414,0.626504,0.26694176,0.098511614,0.00074170897,0.00035744067],"about_ca_topic_score_codex":4.5712613e-7,"about_ca_topic_score_gemma":7.0711855e-7,"teacher_disagreement_score":0.6386331,"about_ca_system_score_codex":0.00009124463,"about_ca_system_score_gemma":0.000028855053,"threshold_uncertainty_score":0.36893755},"labels":[],"label_agreement":null},{"id":"W2513744296","doi":"10.20381/ruor-16083","title":"Nonlinear analysis of axisymmetric shells.","year":2000,"lang":"en","type":"dissertation","venue":"Library and Archives Canada (Government of Canada)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rotational symmetry; Nonlinear system; Mechanics; Physics","score_opus":0.0011959937221900307,"score_gpt":0.13175384237362261,"score_spread":0.13055784865143258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2513744296","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32828164,0.0023835467,0.00013606276,0.000070637565,0.00031508296,0.00015809467,0.00092514313,0.000023151746,0.6677066],"genre_scores_gemma":[0.98625493,0.001414195,0.0010442848,0.000062370054,0.00004159954,0.00000241708,0.00078603503,0.000034682704,0.010359494],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982145,0.000017733579,0.00041241426,0.00018166618,0.0010133982,0.00016027522],"domain_scores_gemma":[0.9994598,0.0000852997,0.00014759315,0.00019664103,8.514907e-7,0.000109787776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000004165697,0.00021886456,0.0005385267,0.00022795353,0.000046907495,0.000013575193,0.00016909503,0.000054396176,0.00029066717],"category_scores_gemma":[7.9297934e-7,0.00022271785,0.00010312244,0.00071521185,0.000013681849,0.000109945344,0.0000145180375,0.00012773494,8.6056146e-10],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016090468,0.000113982765,0.01809624,0.0037118057,0.020012148,0.00010552061,0.00084232213,0.7296468,0.037646826,0.00855189,0.0025632635,0.17710015],"study_design_scores_gemma":[0.00039749587,0.00007113356,0.12575738,0.00021773552,0.003809774,0.0000012475248,0.0014624886,0.65066177,0.19172503,0.00014904467,0.02476351,0.0009834248],"about_ca_topic_score_codex":0.0014435699,"about_ca_topic_score_gemma":0.075240225,"teacher_disagreement_score":0.6579733,"about_ca_system_score_codex":0.0000068499626,"about_ca_system_score_gemma":0.00035368657,"threshold_uncertainty_score":0.94163424},"labels":[],"label_agreement":null},{"id":"W2546934481","doi":"10.1016/j.compstruct.2016.10.133","title":"Failure analysis of thick composite curved tubes","year":2016,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Finite element method; Composite number; Structural engineering; Displacement field; Materials science; Elasticity (physics); Displacement (psychology); Bending moment; Composite material; Engineering","score_opus":0.00511761948002741,"score_gpt":0.20886926784629947,"score_spread":0.20375164836627208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2546934481","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9458459,0.00068501756,0.051106136,0.0001235168,0.00024660293,0.0001381008,0.0001335462,0.00028718717,0.0014339904],"genre_scores_gemma":[0.99423265,0.00008750316,0.0053568003,0.00003982964,0.000089838955,0.0000037070429,0.00011650821,0.0000370129,0.00003613454],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99845403,0.00006612559,0.00053056533,0.00032421245,0.0003243384,0.000300717],"domain_scores_gemma":[0.99893194,0.00013242011,0.00008271421,0.0005725447,0.00016629246,0.00011405785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000077414086,0.00032765933,0.0007005521,0.0007200142,0.00009838904,0.000057954563,0.00038325926,0.00014665078,0.00046439952],"category_scores_gemma":[0.000010990837,0.00022520302,0.0004263169,0.0013318247,0.00010658389,0.00017732034,0.000071546856,0.00013156829,0.0000066108055],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036217716,0.000014286638,0.047711294,0.000053844855,0.0040137763,0.000004441696,0.0003224352,0.19644059,0.74248916,0.0021534513,0.0007339352,0.0060265935],"study_design_scores_gemma":[0.0013217648,0.00008511949,0.583565,0.00011697422,0.005430766,0.000017236069,0.00004221721,0.09295561,0.30911958,0.0028494287,0.0032682654,0.001228061],"about_ca_topic_score_codex":0.000029503724,"about_ca_topic_score_gemma":0.000110184614,"teacher_disagreement_score":0.5358537,"about_ca_system_score_codex":0.000064861844,"about_ca_system_score_gemma":0.000009903531,"threshold_uncertainty_score":0.9183513},"labels":[],"label_agreement":null},{"id":"W2555618041","doi":"10.15866/irece.v7i4.10758","title":"A Dynamic Finite Element for Coupled Extensional-Torsional Vibration of Uniform Composite Thin-Walled Beams","year":2016,"lang":"en","type":"article","venue":"International Review of Civil Engineering (IRECE)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Vibration; Torsion (gastropod); Composite number; Direct stiffness method; Structural engineering; Stiffness; Stiffness matrix; Natural frequency; Timoshenko beam theory; Virtual work; Beam (structure); Materials science; Physics; Composite material; Engineering; Acoustics","score_opus":0.004109668977312691,"score_gpt":0.22005084686273885,"score_spread":0.21594117788542616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2555618041","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006067741,0.0063710934,0.9852199,0.00055522623,0.0007146327,0.00044656816,0.00014196457,0.00009550384,0.00038738214],"genre_scores_gemma":[0.95580643,0.013460053,0.029858023,0.00010394833,0.00009717468,0.000054536333,0.0004554458,0.000051509145,0.00011285305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99850094,0.000010087645,0.00074581057,0.00017420128,0.0004226648,0.0001463182],"domain_scores_gemma":[0.998832,0.00027859744,0.00019814866,0.0001932499,0.00044539585,0.000052617303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025749046,0.00019943778,0.00041143637,0.00020116325,0.000021424712,0.00001070398,0.00023555341,0.000053766318,0.0003781486],"category_scores_gemma":[0.00015617035,0.00015390331,0.0002514117,0.0001806709,0.000017134817,0.00017111626,0.000039054983,0.00006073907,0.00000395492],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037952937,0.000048204387,0.0000806489,0.0023274464,0.0004840906,9.075009e-7,0.000038134585,0.9251963,0.061476294,0.002709944,0.0006445505,0.006955562],"study_design_scores_gemma":[0.00054384704,0.00003980885,0.0010811442,0.0046333396,0.000094058836,0.000004081849,0.0000014715941,0.9836219,0.0024940732,0.00017627382,0.007118135,0.00019187204],"about_ca_topic_score_codex":0.0000034094376,"about_ca_topic_score_gemma":0.000016711167,"teacher_disagreement_score":0.95536184,"about_ca_system_score_codex":0.00014518973,"about_ca_system_score_gemma":0.000025085097,"threshold_uncertainty_score":0.6275995},"labels":[],"label_agreement":null},{"id":"W2569760934","doi":"10.1016/j.ijsolstr.2017.01.012","title":"Use of curvilinear fibers for improved bending-induced buckling capacity of elliptical composite cylinders","year":2017,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Materials science; Bending; Curvilinear coordinates; Curvature; Bending stiffness; Composite number; Stiffness; Pure bending; Composite laminates; Structural engineering; Cylinder; Composite material; Geometry; Mathematics; Engineering","score_opus":0.02903210197620064,"score_gpt":0.27708533820366166,"score_spread":0.248053236227461,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2569760934","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9741086,0.000059331596,0.024977703,0.00008975133,0.0006045924,0.000053284253,0.000049205315,0.000004458159,0.00005308949],"genre_scores_gemma":[0.9814761,0.000087180095,0.018163048,0.000014370268,0.00023930433,2.8963342e-7,0.0000067354063,0.000010381391,0.000002563036],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992022,0.000008646951,0.00044446375,0.00007529998,0.00018172903,0.00008767115],"domain_scores_gemma":[0.99894357,0.00007938145,0.00038688796,0.00011096113,0.0004274494,0.000051723673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009045993,0.00010504138,0.00027795194,0.00014433112,0.00006462131,0.00010000134,0.000241615,0.000068145426,0.000008676904],"category_scores_gemma":[0.000079670084,0.000087202265,0.00015648582,0.000020880172,0.000067939625,0.00023589922,0.000030305093,0.0001232966,1.9873418e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042167908,0.000030812214,0.0072805444,0.00012100011,0.0018323198,0.000005180899,0.0008048994,0.21738848,0.7439657,0.005160612,0.00008829822,0.022900457],"study_design_scores_gemma":[0.0019660743,0.0002678832,0.04421264,0.00018773225,0.00033151513,0.00008144888,0.00009842814,0.7020886,0.24386525,0.0060738847,0.00051089394,0.00031566757],"about_ca_topic_score_codex":0.000040547413,"about_ca_topic_score_gemma":0.000019219213,"teacher_disagreement_score":0.5001005,"about_ca_system_score_codex":0.000026291491,"about_ca_system_score_gemma":0.000012998216,"threshold_uncertainty_score":0.35560054},"labels":[],"label_agreement":null},{"id":"W2582558809","doi":"10.1016/j.apm.2017.01.053","title":"Bending of rectangular orthotropic thin plates with rotationally restrained edges: A finite integral transform solution","year":2017,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; Dalian University of Technology","keywords":"Orthotropic material; Superposition principle; Bending; Mathematical analysis; Rotation (mathematics); Boundary value problem; Bending of plates; Transverse plane; Mathematics; Bending stiffness; Structural engineering; Enhanced Data Rates for GSM Evolution; Stiffness; Geometry; Convergence (economics); Finite element method; Engineering","score_opus":0.014711276083330165,"score_gpt":0.20887723993689566,"score_spread":0.1941659638535655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2582558809","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08836388,0.000029302028,0.90437096,0.000034382992,0.000017136821,0.00018066795,0.0000036324052,0.00007351629,0.006926543],"genre_scores_gemma":[0.83926475,0.000021137279,0.16060804,0.0000034217005,0.00003051774,0.000016167467,0.00002168654,0.000022936774,0.000011358869],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99917257,0.000004673648,0.00031630832,0.00014786133,0.00019181399,0.00016677605],"domain_scores_gemma":[0.9994783,0.0000852562,0.00009179961,0.00025551114,0.00004425378,0.000044903936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010836104,0.00015356913,0.00027137325,0.000079752564,0.00016515591,0.000068581554,0.00015915495,0.000073710005,0.000034870234],"category_scores_gemma":[0.000012074065,0.00012249727,0.00006734036,0.00007108869,0.00005180297,0.00012878937,0.000012007267,0.00013872079,0.0000030358583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032074935,0.000012318151,0.000008944538,0.0001373258,0.00007589013,9.692438e-7,0.00076294184,0.9367826,0.0022200216,0.05837721,0.000002191791,0.0015874862],"study_design_scores_gemma":[0.0002447387,0.000018848299,0.000030467278,0.00012452884,0.000083763516,0.0000017514318,0.000059253416,0.93525076,0.004060264,0.059985675,0.0000057540988,0.00013419315],"about_ca_topic_score_codex":0.0000049686505,"about_ca_topic_score_gemma":0.000012699637,"teacher_disagreement_score":0.75090086,"about_ca_system_score_codex":0.000029931434,"about_ca_system_score_gemma":0.00001116251,"threshold_uncertainty_score":0.49952936},"labels":[],"label_agreement":null},{"id":"W2587900269","doi":"10.1177/1045389x17689941","title":"Dynamic analysis of functionally graded piezoelectric cylindrical panels by a three-dimensional mesh-free model","year":2017,"lang":"en","type":"article","venue":"Journal of Intelligent Material Systems and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Boundary value problem; Piezoelectricity; Newmark-beta method; Parametric statistics; Equations of motion; Mathematical analysis; Boundary (topology); Piezoelectric sensor; Mathematics; Mechanics; Finite element method; Structural engineering; Physics; Acoustics; Engineering; Classical mechanics","score_opus":0.009147544858656643,"score_gpt":0.22419697000679734,"score_spread":0.21504942514814068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2587900269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9006123,0.0008334717,0.0975206,0.00002711985,0.00077169546,0.00008015356,0.000100748664,0.000011624457,0.00004227279],"genre_scores_gemma":[0.9989433,0.00015055979,0.00072908925,0.000005821544,0.0001057699,0.0000012090806,0.000027769416,0.000015721602,0.000020751922],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99848914,0.000027730148,0.0007868984,0.0001369647,0.0004049437,0.00015429199],"domain_scores_gemma":[0.9987959,0.000028027047,0.00055907626,0.00030325953,0.00021842335,0.00009526434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017623712,0.00019534715,0.000678058,0.00037457116,0.00013838292,0.00021255133,0.00032222053,0.00012150054,0.00006491598],"category_scores_gemma":[0.000034035227,0.00014245516,0.0002445947,0.00015510115,0.000047024445,0.00014666679,0.000051035804,0.00012788702,1.7835951e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015499051,0.000014805602,0.0006596782,0.000064553795,0.0023852794,0.0000055979867,0.000072687886,0.928812,0.06560462,0.0006158339,0.00034068103,0.0012692222],"study_design_scores_gemma":[0.00024527422,0.00007471515,0.008987116,0.00003049859,0.001079719,0.000047854788,0.0000103802795,0.98453915,0.0034142288,0.0013635452,0.000042621374,0.00016489896],"about_ca_topic_score_codex":0.000092369,"about_ca_topic_score_gemma":0.00004557265,"teacher_disagreement_score":0.098331,"about_ca_system_score_codex":0.00006159348,"about_ca_system_score_gemma":0.000022168919,"threshold_uncertainty_score":0.5809153},"labels":[],"label_agreement":null},{"id":"W2588866472","doi":"10.1016/j.compstruct.2017.02.078","title":"Three-dimensional static analysis of Levy-type functionally graded plate with in-plane stiffness variation","year":2017,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Stiffness; Variation (astronomy); Structural engineering; Materials science; Type (biology); Mathematics; Geometry; Composite material; Engineering; Physics; Geology","score_opus":0.00889277187697697,"score_gpt":0.22027334524338563,"score_spread":0.21138057336640867,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2588866472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9827306,0.00014318517,0.016448876,0.000027241038,0.00024304236,0.000119384786,0.000038017315,0.000052165953,0.0001974373],"genre_scores_gemma":[0.9945232,0.000007495027,0.0050046486,0.00001660611,0.000042790856,0.0000025285474,0.00037240746,0.000021048349,0.000009224539],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9988897,0.000019170555,0.00034425405,0.00024731815,0.00031876806,0.0001808166],"domain_scores_gemma":[0.999055,0.000060443086,0.00020026657,0.00047238206,0.00015674344,0.000055156586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006628909,0.00021772741,0.00045920303,0.0004976137,0.00020219259,0.00010415189,0.00024793486,0.000078615005,0.00015386743],"category_scores_gemma":[0.000011510046,0.00018057573,0.0000874746,0.00052592624,0.000060998384,0.00018923328,0.000039069226,0.00014919341,0.000001259643],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016330306,0.000011955624,0.02809229,0.000034655182,0.0013200933,0.000008631822,0.00015216503,0.9493479,0.01905111,0.0007533321,0.000029190871,0.0010353781],"study_design_scores_gemma":[0.00039861686,0.000026987831,0.71071315,0.000017439661,0.00066002447,0.000003817051,0.0000028469215,0.286064,0.0008463692,0.0010964402,0.000010367602,0.00015993319],"about_ca_topic_score_codex":0.00032478414,"about_ca_topic_score_gemma":0.0019658247,"teacher_disagreement_score":0.6826209,"about_ca_system_score_codex":0.000052869374,"about_ca_system_score_gemma":0.000022884527,"threshold_uncertainty_score":0.7363665},"labels":[],"label_agreement":null},{"id":"W2590158914","doi":"10.1177/0021998317694079","title":"Analysis of extension–twist coupling of thick-walled composite circular tubes","year":2017,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Composite number; Coupling (piping); Finite element method; Twist; Composite material; Stacking; Structural engineering; Geometry; Physics; Mathematics; Engineering","score_opus":0.010026555285874015,"score_gpt":0.24239379370189032,"score_spread":0.2323672384160163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2590158914","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98954296,0.0007904402,0.008806923,0.00004009199,0.00051341543,0.00007684873,0.00003582656,0.000016445207,0.000177067],"genre_scores_gemma":[0.9969762,0.0003782106,0.0024453944,0.000011167107,0.00013268938,5.585391e-7,0.00002481994,0.00002563109,0.000005346076],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978715,0.00003933735,0.0013606298,0.00013343956,0.0004278638,0.00016722556],"domain_scores_gemma":[0.9976333,0.00007611126,0.0010060325,0.0005840743,0.00061677815,0.00008374086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005841085,0.00021405243,0.0013881165,0.000617259,0.00014584197,0.00017645692,0.0005189623,0.000105070125,0.00014744824],"category_scores_gemma":[0.00003620913,0.00018228574,0.00047297694,0.0002545125,0.0000851495,0.00025947316,0.00008124367,0.00011691518,0.0000011943254],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006693125,0.000025029725,0.0034913665,0.00007195123,0.0019540428,0.000010628959,0.00012312872,0.35336128,0.64076537,0.000030316372,0.000015943022,0.000084027364],"study_design_scores_gemma":[0.00070276234,0.00008076754,0.14509721,0.00025722582,0.0043998524,0.000027503158,0.000024858951,0.09920608,0.7498246,0.00007255523,0.000063922984,0.00024266944],"about_ca_topic_score_codex":0.00005217719,"about_ca_topic_score_gemma":0.000007059659,"teacher_disagreement_score":0.2541552,"about_ca_system_score_codex":0.00004194832,"about_ca_system_score_gemma":0.000020283333,"threshold_uncertainty_score":0.7433397},"labels":[],"label_agreement":null},{"id":"W2598692967","doi":"10.1017/9781316422892.010","title":"Vibrations of Rectangular Plates","year":2018,"lang":"en","type":"book-chapter","venue":"Cambridge University Press eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Materials science; Structural engineering; Geology; Geometry; Mathematics; Engineering","score_opus":0.007651300213375391,"score_gpt":0.1621126108587508,"score_spread":0.1544613106453754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2598692967","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0003472301,0.0001520915,0.007369261,0.0000012069562,0.000121083336,0.00010915137,0.00013530448,0.000120530654,0.99164414],"genre_scores_gemma":[0.0064447634,0.00013539405,0.00086964155,0.0000050993804,0.000121021905,1.4788277e-7,0.00014745195,0.000042433476,0.99223405],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99949276,0.0000066857256,0.00014112119,0.00015826728,0.0001076133,0.00009357185],"domain_scores_gemma":[0.99945956,0.000018515919,0.000077209465,0.00028609892,0.00011066865,0.000047915222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000020705236,0.00017989185,0.0002555297,0.00016546767,0.00005628746,0.000014331226,0.0001736422,0.00019158544,0.000034233668],"category_scores_gemma":[0.0000016421396,0.00021526104,0.00014506766,0.000010158417,0.000075225835,0.00004714488,0.00005845673,0.00013075383,0.000004250628],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047834,0.000006000478,0.000003445633,0.00026766735,0.0012541079,0.00005586776,0.00028210782,0.011520764,0.0038394285,0.8974646,0.08408171,0.001176495],"study_design_scores_gemma":[0.00024136949,0.00003882553,0.000012980881,0.00013861012,0.0005862219,0.000004998687,0.000015787553,0.018806461,0.006641466,0.000025523095,0.97305405,0.0004337006],"about_ca_topic_score_codex":0.000015296493,"about_ca_topic_score_gemma":0.0000036495928,"teacher_disagreement_score":0.89743906,"about_ca_system_score_codex":0.00006684499,"about_ca_system_score_gemma":0.000014996842,"threshold_uncertainty_score":0.87780905},"labels":[],"label_agreement":null},{"id":"W2604124387","doi":"10.18280/mmep.040102","title":"Free vibration analysis of functionally graded beams using a higher-order shear deformation theory","year":2017,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Structural engineering; Shear (geology); Materials science; Deformation (meteorology); Composite material; Physics; Engineering; Acoustics","score_opus":0.01729654247448325,"score_gpt":0.20460392836777158,"score_spread":0.18730738589328833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2604124387","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11313298,0.000121166646,0.88624895,0.000017190641,0.00006308929,0.000078941724,0.0000059224926,0.00009240193,0.00023938254],"genre_scores_gemma":[0.9169136,0.000032858698,0.08294712,0.0000033237882,0.000032625037,0.000006524512,0.000024347162,0.000022470216,0.00001712799],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99920064,0.000008796298,0.00034768842,0.00013126835,0.00016711613,0.00014448032],"domain_scores_gemma":[0.99939513,0.000049742826,0.000082807506,0.0003539673,0.00006596772,0.000052385993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021379296,0.0001513403,0.00031113366,0.00023247236,0.00013508482,0.00012048636,0.00012938754,0.00008504154,0.00003233012],"category_scores_gemma":[0.0000245151,0.00013624417,0.00009613358,0.0002233138,0.000026180878,0.0002615731,0.00003487963,0.00009884295,6.691843e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030075494,0.000009349126,0.00001785898,0.00021485992,0.00040665857,1.431538e-7,0.0002584828,0.9797182,0.0019253308,0.017245341,0.0000012942126,0.00019946643],"study_design_scores_gemma":[0.00012961696,0.000009644591,0.00031065894,0.00006809902,0.0006097341,0.0000013211829,0.0000070149767,0.98450804,0.00025921102,0.013942585,0.000009989789,0.00014407797],"about_ca_topic_score_codex":0.000011155582,"about_ca_topic_score_gemma":0.0000011279812,"teacher_disagreement_score":0.8037806,"about_ca_system_score_codex":0.000027537975,"about_ca_system_score_gemma":0.000004220823,"threshold_uncertainty_score":0.5555876},"labels":[],"label_agreement":null},{"id":"W2604152283","doi":"10.18280/mmep.040104","title":"Static analysis of P-FGM beams resting on the Winkler elastic foundations","year":2017,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Agence Thématique de Recherche en Science et Technologie","keywords":"Structural engineering; Materials science; Physics; Mathematics; Engineering","score_opus":0.02473506965216944,"score_gpt":0.22541349241281214,"score_spread":0.2006784227606427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2604152283","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13855143,0.000034602064,0.86028826,0.0000892458,0.000035380253,0.00008532173,0.0000033850151,0.00006996638,0.00084240845],"genre_scores_gemma":[0.9831192,0.000032842305,0.016759759,0.0000055219025,0.000019499856,0.000012402764,0.0000065154363,0.000020536236,0.000023735476],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928707,0.0000069450953,0.00028534178,0.00012494055,0.00014431037,0.00015139411],"domain_scores_gemma":[0.9992099,0.0002746274,0.00006293243,0.00037218738,0.00003524467,0.00004515073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001936924,0.0001346106,0.00026791295,0.00014656667,0.00018710404,0.00014148737,0.00014811584,0.0000417262,0.000023364573],"category_scores_gemma":[0.00008681522,0.00009622407,0.00008498422,0.00018298862,0.000034275283,0.00007138223,0.000026467844,0.00012931981,0.0000026095456],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[7.30213e-7,0.0000075784083,0.000025923735,0.00012937351,0.0003179911,2.2947108e-7,0.00034434043,0.98511374,0.00016344896,0.013701311,0.000005072045,0.0001902666],"study_design_scores_gemma":[0.000050922703,0.000011474844,0.00019223492,0.00013385285,0.00046007897,6.214541e-7,0.000010095794,0.99489117,0.00007055662,0.0040449,0.000027994778,0.000106113046],"about_ca_topic_score_codex":0.000009510553,"about_ca_topic_score_gemma":0.0000019805323,"teacher_disagreement_score":0.8445678,"about_ca_system_score_codex":0.000016300617,"about_ca_system_score_gemma":0.0000028243849,"threshold_uncertainty_score":0.39239034},"labels":[],"label_agreement":null},{"id":"W261082673","doi":"10.1007/0-306-46935-9_20","title":"On the Theory of Smart Composite Structures","year":2005,"lang":"en","type":"book-chapter","venue":"Kluwer Academic Publishers eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Technical University of Nova Scotia","funders":"","keywords":"Actuator; Deflection (physics); Smart material; Vibration control; Structural engineering; Composite number; Limiting; Finite element method; Engineering; Cantilever; Rigidity (electromagnetism); Beam (structure); Vibration; Mechanical engineering; Computer science; Materials science; Physics; Acoustics; Classical mechanics; Electrical engineering; Algorithm","score_opus":0.009996334611991335,"score_gpt":0.19844687899904745,"score_spread":0.1884505443870561,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W261082673","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0006171388,0.0009854095,0.00092837785,0.00013917738,0.00051365484,0.00031441412,0.000045783534,0.00020506167,0.996251],"genre_scores_gemma":[0.4180508,0.00016819025,0.0005384814,0.0020459185,0.0014971201,0.000029435418,0.00024845006,0.0004629771,0.5769586],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981934,0.000041152678,0.0006305043,0.00034195004,0.00050099177,0.00029200883],"domain_scores_gemma":[0.9986418,0.00027584008,0.00024259916,0.0006358921,0.000104858496,0.00009900797],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003147887,0.00051937316,0.0005571458,0.00035597375,0.0000952094,0.00013697016,0.0007885935,0.0007975309,0.0011909449],"category_scores_gemma":[0.000024313535,0.00037515123,0.00033565826,0.00004360295,0.00018130855,0.00017092635,0.000096768315,0.0018250991,0.000017553564],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000061980194,0.0000024992094,0.000009471261,0.00006796532,0.0009312101,0.000003113647,0.00051990483,0.022905434,0.0005803842,0.84131753,0.101661265,0.031939246],"study_design_scores_gemma":[0.0004573407,0.00006560014,0.00009396693,0.00033168445,0.0007252691,0.000018139537,0.000039294562,0.004677717,0.0019291722,0.4030423,0.5874705,0.0011490353],"about_ca_topic_score_codex":0.0000028543539,"about_ca_topic_score_gemma":0.0000053768417,"teacher_disagreement_score":0.48580924,"about_ca_system_score_codex":0.0001357906,"about_ca_system_score_gemma":0.000034627028,"threshold_uncertainty_score":0.99987006},"labels":[],"label_agreement":null},{"id":"W2611925274","doi":"10.26512/ripe.v2i22.20881","title":"NONLINEAR VIBRATIONS OF FLUID-FILLED VISCOELASTIC CYLINDRICAL SHELLS","year":2017,"lang":"en","type":"article","venue":"Americanae (AECID Library)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Viscoelasticity; Galerkin method; Shell (structure); Mechanics; Vibration; Nonlinear system; Dissipation; Classical mechanics; Instability; Physics; Equations of motion; Flow (mathematics); Mathematical analysis; Geometry; Mathematics; Materials science; Thermodynamics; Acoustics; Composite material","score_opus":0.004937134803748895,"score_gpt":0.2055664381266705,"score_spread":0.20062930332292161,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2611925274","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81336117,0.00042009237,0.13393721,0.0010597078,0.00072621764,0.00033057222,0.000095207164,0.0005008151,0.049569022],"genre_scores_gemma":[0.97533363,0.0001661537,0.023909478,0.000079117905,0.0001804088,0.000005588501,0.0000732123,0.000044511522,0.00020789038],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911606,0.00001940027,0.00032436315,0.00018934032,0.00016025532,0.00019058376],"domain_scores_gemma":[0.9990492,0.000057140853,0.00012961398,0.00062881707,0.000027635362,0.000107628315],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000021856951,0.0001688641,0.00033245466,0.00014156914,0.00016170795,0.000069222464,0.0004058116,0.000056538163,0.0010219712],"category_scores_gemma":[0.000034844998,0.00015826711,0.00013889605,0.00024212043,0.00012486073,0.00063051714,0.00008644249,0.00011081958,0.000031205505],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008538518,0.00025297026,0.10523169,0.00014272168,0.0011602567,0.000054430035,0.00060651224,0.7517541,0.050243527,0.003926266,0.03052351,0.056018636],"study_design_scores_gemma":[0.00046643836,0.0001233981,0.13918985,0.000032217573,0.00015011503,0.0000032803323,0.000033736826,0.83204114,0.02400042,0.00012801486,0.0034044334,0.00042692156],"about_ca_topic_score_codex":0.00037582713,"about_ca_topic_score_gemma":0.000010533931,"teacher_disagreement_score":0.16197248,"about_ca_system_score_codex":0.0000137507595,"about_ca_system_score_gemma":0.000029021454,"threshold_uncertainty_score":0.9998912},"labels":[],"label_agreement":null},{"id":"W2620845622","doi":"10.1016/j.actaastro.2017.05.039","title":"Numerical simulation of the fluid-solid interaction for CNT reinforced functionally graded cylindrical shells in thermal environments","year":2017,"lang":"en","type":"article","venue":"Acta Astronautica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Flutter; Materials science; Shell (structure); Aerodynamics; Mechanics; Material properties; Boundary value problem; Buckling; Mach number; Nonlinear system; Composite material; Physics","score_opus":0.010195784839885546,"score_gpt":0.24723781306398324,"score_spread":0.2370420282240977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2620845622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8418462,0.00001143093,0.15582864,0.00029775544,0.00046008264,0.0003943126,0.000008820953,0.000026223079,0.0011265341],"genre_scores_gemma":[0.99919665,0.000002232289,0.00059803104,0.000015389052,0.000071046285,0.000010061306,0.000027283517,0.000013552783,0.00006576349],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99932426,0.000016801241,0.00025828063,0.000117087635,0.00014974609,0.00013381966],"domain_scores_gemma":[0.9994862,0.00007165262,0.00009954479,0.00029971238,0.00001540385,0.000027479691],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006045676,0.00010143575,0.0001465554,0.000043295262,0.0001041289,0.000032333435,0.00017698755,0.000058964484,0.00008254216],"category_scores_gemma":[0.000048069804,0.00008005536,0.00010184931,0.000043973087,0.00003021423,0.00017297061,0.000035343506,0.0001061779,0.000002433616],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045895456,0.000011160254,0.0010003668,0.0000059244703,0.00003496531,9.48461e-8,0.000052945306,0.96101385,0.03522279,0.000058309884,0.000015034663,0.0025386568],"study_design_scores_gemma":[0.00032845343,0.000028099286,0.14248621,0.000012133293,0.000031584765,3.9341742e-7,0.000006741648,0.8490588,0.0073394985,0.00002256175,0.00062017626,0.000065358356],"about_ca_topic_score_codex":0.0000065604577,"about_ca_topic_score_gemma":0.000003181584,"teacher_disagreement_score":0.15735044,"about_ca_system_score_codex":0.00008103291,"about_ca_system_score_gemma":0.000008125498,"threshold_uncertainty_score":0.3264563},"labels":[],"label_agreement":null},{"id":"W2733542669","doi":"10.1142/s0219455418500311","title":"Nonlinear Dynamics of a Translational FGM Plate with Strong Mode Interaction","year":2017,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Galerkin method; Nonlinear system; Harmonic balance; Mathematical analysis; Multiple-scale analysis; Vibration; Equations of motion; Plate theory; Ordinary differential equation; Physics; Normal mode; Mechanics; Classical mechanics; Differential equation; Mathematics; Boundary value problem","score_opus":0.007147919265261623,"score_gpt":0.252497686929793,"score_spread":0.2453497676645314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2733542669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9218735,0.000037098296,0.076957755,0.00026098758,0.00037488944,0.00004385277,0.00013166871,0.00000796886,0.0003122771],"genre_scores_gemma":[0.9905485,0.000042781816,0.009219912,0.0000037457207,0.00009987946,2.9263867e-7,0.000072631454,0.000009285003,0.000003005674],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990988,0.000012519708,0.00040860032,0.00009064865,0.00030819525,0.00008122919],"domain_scores_gemma":[0.9990307,0.000040403855,0.00033412423,0.00012392517,0.00042224914,0.000048612746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008558763,0.00011815498,0.00021043044,0.00009990658,0.00008321157,0.00011197782,0.00024968738,0.000052517524,0.000044439603],"category_scores_gemma":[0.000020292508,0.000093617105,0.00008643754,0.000031559273,0.0000989723,0.00060370035,0.000025652722,0.00019604941,7.78759e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00074393867,0.000030345524,0.118731335,0.00007030362,0.00080251525,0.000013933597,0.00068703433,0.83013475,0.0008826906,0.006757985,0.00000227431,0.041142892],"study_design_scores_gemma":[0.0004960089,0.00005774095,0.042136088,0.000040405343,0.000051708666,0.00008316312,0.00011924246,0.95480925,0.00038857412,0.0017166141,0.000009013981,0.00009222104],"about_ca_topic_score_codex":0.000079517435,"about_ca_topic_score_gemma":0.0015959893,"teacher_disagreement_score":0.12467446,"about_ca_system_score_codex":0.00014948819,"about_ca_system_score_gemma":0.000024339399,"threshold_uncertainty_score":0.3817595},"labels":[],"label_agreement":null},{"id":"W2735806998","doi":"","title":"Une modélisation semi-analytique du comportement dynamique de coques élastiques immergées","year":2009,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Humanities; Physics; Philosophy","score_opus":0.006546848787748403,"score_gpt":0.2110738862528079,"score_spread":0.20452703746505949,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2735806998","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07339138,0.0019931332,0.87560505,0.019374495,0.00025002816,0.0005561298,0.000079277364,0.0004550629,0.028295431],"genre_scores_gemma":[0.8619865,0.00586509,0.12732407,0.00014989632,0.000113285554,0.000059950755,0.0021565862,0.00009825514,0.002246351],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99143684,0.0050196764,0.0013268968,0.0010179133,0.00055870507,0.0006399785],"domain_scores_gemma":[0.9936668,0.00086064276,0.00080353627,0.0018443809,0.0024732628,0.00035137698],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.004633812,0.00079745095,0.00091474404,0.00037494773,0.00048371038,0.00066346483,0.0010843225,0.0006357917,0.00036007786],"category_scores_gemma":[0.00043136365,0.0009182352,0.00056258385,0.00081095315,0.00021062623,0.00033670306,0.00049409916,0.0009895838,0.000026922773],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002242155,0.0005699314,0.006652595,0.00039167836,0.000735136,0.000018616482,0.010746988,0.7033984,0.009705791,0.2359177,0.0016665078,0.030174218],"study_design_scores_gemma":[0.0004263037,0.0000012942422,0.023767753,0.0017779273,0.00040110722,0.000023213115,0.00011439418,0.91977966,0.03229906,0.0152165,0.0053781397,0.0008146612],"about_ca_topic_score_codex":0.01240952,"about_ca_topic_score_gemma":0.015806934,"teacher_disagreement_score":0.78859514,"about_ca_system_score_codex":0.001165293,"about_ca_system_score_gemma":0.00029792023,"threshold_uncertainty_score":0.9993268},"labels":[],"label_agreement":null},{"id":"W2736069237","doi":"10.1016/j.engfracmech.2017.07.018","title":"Crack analysis of size-dependent piezoelectric solids under a thermal load","year":2017,"lang":"en","type":"article","venue":"Engineering Fracture Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Slovenská Akadémia Vied","keywords":"Finite element method; Piezoelectricity; Boundary value problem; Infinitesimal strain theory; Thermal conduction; Tensor (intrinsic definition); Materials science; Constitutive equation; Mechanics; Displacement (psychology); Stress (linguistics); Thermal; Mathematical analysis; Extended finite element method; Cauchy stress tensor; Structural engineering; Mathematics; Geometry; Physics; Composite material; Engineering; Thermodynamics","score_opus":0.0039317105754765646,"score_gpt":0.20064195175960764,"score_spread":0.19671024118413108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2736069237","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.062269047,0.0005474365,0.9360434,0.00006137009,0.00036316333,0.00009378013,0.000010904071,0.00020175446,0.00040918717],"genre_scores_gemma":[0.99660546,0.000088316534,0.0030224596,0.000038873808,0.00011651806,0.0000050805124,0.000014931599,0.000050063147,0.000058287118],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99885666,0.000009697026,0.00030432886,0.00021479823,0.00033632643,0.00027817432],"domain_scores_gemma":[0.99887955,0.000068351,0.00012519088,0.0007430802,0.00010361743,0.00008018782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015253051,0.00025784347,0.00047292732,0.00025982963,0.00010856519,0.000106726235,0.00039919105,0.00017164584,0.00021782002],"category_scores_gemma":[0.0000862871,0.00024522073,0.00027611523,0.00042924742,0.0000067331493,0.00016212606,0.000050877443,0.00027655397,0.0000043650125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004527057,0.00001058972,0.000056024965,0.000024327654,0.0012804413,0.0000036567887,0.00011423872,0.9775638,0.018826118,0.00043879912,0.000037971247,0.0016394794],"study_design_scores_gemma":[0.00017803084,0.000018788218,0.004501912,0.000011880946,0.0011031039,0.0000015686461,0.0000063349908,0.9831211,0.01014787,0.0000890852,0.0005636543,0.00025664587],"about_ca_topic_score_codex":0.000032755386,"about_ca_topic_score_gemma":0.000049273076,"teacher_disagreement_score":0.9343364,"about_ca_system_score_codex":0.00014632575,"about_ca_system_score_gemma":0.000020209616,"threshold_uncertainty_score":0.99998116},"labels":[],"label_agreement":null},{"id":"W2738772401","doi":"10.1016/j.compstruct.2017.07.055","title":"Hygro-thermo-mechanical analysis of fiber-steered composite conical panels","year":2017,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; McGill University","funders":"McGill University","keywords":"Conical surface; Materials science; Composite number; Composite material; Buckling; Isotropy; Bending; Stiffness; Curvature; Fiber; Bending stiffness; Structural engineering; Delamination (geology); Fiber-reinforced composite; Stress (linguistics); Composite laminates; Engineering; Geometry","score_opus":0.01155441017109701,"score_gpt":0.2488704324545877,"score_spread":0.2373160222834907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2738772401","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97944665,0.00048308924,0.009515986,0.000075840486,0.0003916261,0.0002324036,0.00016953003,0.0002478161,0.009437074],"genre_scores_gemma":[0.99502003,0.00004153712,0.004380266,0.000033310967,0.00012799821,0.000004687819,0.00020357258,0.00004726773,0.0001413361],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99807626,0.00006824903,0.0006711401,0.00042087268,0.000392812,0.00037068254],"domain_scores_gemma":[0.9979356,0.00010542603,0.00028845057,0.0013370158,0.00015864,0.0001748916],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000112171285,0.00038908684,0.0010038309,0.00038990707,0.0003879086,0.00026652915,0.0009153306,0.00022291909,0.0014184811],"category_scores_gemma":[0.000024776957,0.00035621543,0.00058913947,0.00041291828,0.00018265449,0.00019667106,0.00019682516,0.0002905276,0.00002038598],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014781102,0.000052413347,0.006674611,0.00012496761,0.008232061,0.000030427358,0.0003289818,0.5979644,0.35943764,0.003693335,0.00041970034,0.022893615],"study_design_scores_gemma":[0.0010731874,0.00007915565,0.45964605,0.00004881608,0.004744913,0.000020264279,0.0000143953375,0.46110678,0.068814315,0.0013410088,0.002246911,0.0008641927],"about_ca_topic_score_codex":0.00008347727,"about_ca_topic_score_gemma":0.000037999,"teacher_disagreement_score":0.45297146,"about_ca_system_score_codex":0.00006485479,"about_ca_system_score_gemma":0.000014387711,"threshold_uncertainty_score":0.99988896},"labels":[],"label_agreement":null},{"id":"W2739246284","doi":"10.1016/j.ijnonlinmec.2017.07.006","title":"Postbuckling behaviors of open section composite struts with edge delamination using a layerwise theory","year":2017,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Buckling; Delamination (geology); Structural engineering; Rayleigh–Ritz method; Nonlinear system; Finite element method; Plate theory; Materials science; Section (typography); Composite laminates; Composite number; Critical load; Computer science; Engineering; Composite material; Physics; Geology","score_opus":0.014593745181179712,"score_gpt":0.29921533828549673,"score_spread":0.284621593104317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2739246284","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5639702,0.00003002036,0.4349909,0.000021238206,0.00075371924,0.000066507244,0.000009616526,0.0000066568305,0.00015110544],"genre_scores_gemma":[0.9746177,0.000049435293,0.024971366,0.000013947397,0.00029754787,6.662517e-7,0.000013758627,0.000024447023,0.00001113257],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899274,0.00002672354,0.00042235028,0.00009332972,0.00037515117,0.00008968693],"domain_scores_gemma":[0.9982871,0.000030390927,0.000605671,0.00017917539,0.0008570876,0.000040614505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035747403,0.00012268034,0.00022645702,0.00024017668,0.00010644668,0.00020156504,0.0007081102,0.00006469675,0.00002642119],"category_scores_gemma":[0.000031137588,0.000107295426,0.00009255348,0.00007241037,0.000015357027,0.0007037493,0.00010823322,0.00018164952,5.1484574e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002897744,0.000066240726,0.0014730719,0.00001705242,0.00050194544,0.000041675354,0.0003195579,0.81301093,0.17577606,0.0007059847,0.000016164104,0.0077815093],"study_design_scores_gemma":[0.0010143633,0.00012963807,0.0023623498,0.00024868266,0.00022692556,0.00019085128,0.00007210668,0.9479178,0.04699408,0.00062599743,0.00006092952,0.00015626026],"about_ca_topic_score_codex":0.000044063087,"about_ca_topic_score_gemma":0.000034393015,"teacher_disagreement_score":0.41064745,"about_ca_system_score_codex":0.00013278815,"about_ca_system_score_gemma":0.000045385055,"threshold_uncertainty_score":0.43753806},"labels":[],"label_agreement":null},{"id":"W2743239187","doi":"10.1016/j.tws.2017.06.018","title":"Dynamics, vibration and control of rotating composite beams and blades: A critical review","year":2017,"lang":"en","type":"review","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":202,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; University of Ottawa","funders":"","keywords":"Image warping; Vibration; Mechanical engineering; Smart material; Vibration control; Beam (structure); Structural engineering; Transverse plane; Piezoelectricity; Composite number; Materials science; Computer science; Engineering; Physics; Acoustics; Composite material","score_opus":0.01916864284015721,"score_gpt":0.30286905360351063,"score_spread":0.2837004107633534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2743239187","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000019345538,0.98802406,0.010701302,0.00005548649,0.00013583842,0.0006019892,0.00010675117,0.000070642076,0.00028460842],"genre_scores_gemma":[0.0026823806,0.9924647,0.0043851268,0.000042839027,0.000105316176,0.000018018794,0.00023652067,0.000056232584,0.000008859455],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982948,0.00013044768,0.0008153485,0.00034157242,0.00020923883,0.00020864946],"domain_scores_gemma":[0.9987579,0.00027432077,0.00034424453,0.00042739447,0.00009645905,0.00009969021],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019277289,0.00046934097,0.0021679874,0.00015651302,0.00017828762,0.00015659408,0.00023412157,0.0002635853,0.00003767926],"category_scores_gemma":[0.00016292534,0.00037659705,0.00024673212,0.000097250144,0.00014138129,0.00014675317,0.00006787324,0.00039459957,6.260193e-7],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006776331,0.0000050306267,0.000008446113,0.0935672,0.00072306447,0.000006885498,0.00019022616,0.0012030384,0.000012096656,0.0029675704,0.00007136881,0.9012383],"study_design_scores_gemma":[0.0022685362,0.00027340325,0.0003964893,0.15776452,0.025932766,0.0006185428,0.00006174777,0.6622729,0.00001919817,0.008901486,0.13763708,0.00385335],"about_ca_topic_score_codex":0.000018010713,"about_ca_topic_score_gemma":0.000024627734,"teacher_disagreement_score":0.89738494,"about_ca_system_score_codex":0.000043391196,"about_ca_system_score_gemma":0.00002879219,"threshold_uncertainty_score":0.9998686},"labels":[],"label_agreement":null},{"id":"W2743287513","doi":"10.1016/j.cma.2017.07.036","title":"Postbuckling analysis of smart FG-CNTRC annular sector plates with surface-bonded piezoelectric layers using generalized differential quadrature method","year":2017,"lang":"en","type":"article","venue":"Computer Methods in Applied Mechanics and Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Piezoelectricity; Materials science; Boundary value problem; Deflection (physics); Material properties; Nonlinear system; Volume fraction; Composite material; Nyström method; Mechanics; Mathematical analysis; Classical mechanics; Mathematics; Physics","score_opus":0.011240081328388872,"score_gpt":0.26461551333027483,"score_spread":0.25337543200188595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2743287513","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20434335,0.00025644444,0.7949893,0.0000031431798,0.00018535594,0.00012980918,0.000005471242,0.00006963655,0.000017472596],"genre_scores_gemma":[0.4599092,0.000050638446,0.5399516,0.0000037570508,0.000038482303,0.0000025593504,0.000011825398,0.000031234427,6.6444096e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987133,0.000048167425,0.0003979967,0.00036282753,0.00016112771,0.00031658588],"domain_scores_gemma":[0.99915636,0.000110067864,0.00014420031,0.00045127646,0.000049677707,0.0000884393],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00042311408,0.0003337158,0.00083922344,0.0005705843,0.000118775286,0.00016459926,0.00024655904,0.00017439708,0.000010467463],"category_scores_gemma":[0.0000092061955,0.00031025909,0.00013265453,0.0007343737,0.000007958868,0.00008619909,0.00009933714,0.0002819264,5.2794743e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022677188,0.0000070224587,0.000084879954,0.00006440391,0.0008121444,0.0000028982727,0.00017203006,0.8164022,0.1734171,0.0025671234,6.693774e-7,0.0064468435],"study_design_scores_gemma":[0.0005074361,0.000024639006,0.00043375423,0.000036491947,0.0007525588,0.0000039166944,0.000009231082,0.9760824,0.021596294,0.0001925283,0.000020822192,0.00033993257],"about_ca_topic_score_codex":0.000038352056,"about_ca_topic_score_gemma":0.000021026122,"teacher_disagreement_score":0.25556585,"about_ca_system_score_codex":0.00006380174,"about_ca_system_score_gemma":0.000010898493,"threshold_uncertainty_score":0.999935},"labels":[],"label_agreement":null},{"id":"W2753907603","doi":"10.1016/j.tws.2017.08.012","title":"Large-amplitude vibration of sigmoid functionally graded thin plates with porosities","year":2017,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Galerkin method; Nonlinear system; Vibration; Discretization; Mathematical analysis; Porosity; Sigmoid function; Functionally graded material; Multiple-scale analysis; Harmonic balance; Mathematics; Mechanics; Materials science; Material properties; Physics; Acoustics; Composite material; Computer science","score_opus":0.00650002441848366,"score_gpt":0.20742374054987117,"score_spread":0.20092371613138751,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2753907603","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9531502,0.0006365147,0.040154554,0.00016149427,0.0004474397,0.0002770891,0.000050633564,0.00029843498,0.0048236274],"genre_scores_gemma":[0.9946395,0.00004564763,0.0047978507,0.00005001933,0.00014903213,0.000006160788,0.00014240887,0.000034649605,0.00013469723],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9988921,0.00002453813,0.00031185246,0.00022165243,0.00033090284,0.0002189253],"domain_scores_gemma":[0.99904794,0.00004424765,0.00020088832,0.00052508246,0.00012401032,0.000057857204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009923583,0.00025235984,0.0003491009,0.00012260891,0.00041130846,0.00021436001,0.00031802853,0.0001203295,0.00028690984],"category_scores_gemma":[0.00002650036,0.00019416929,0.00010034967,0.000077294855,0.00007591201,0.00037596666,0.00005143103,0.00018777161,0.0000021864685],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022797668,0.000022863345,0.0029427537,0.00014546518,0.000717081,0.000008393606,0.0047407914,0.93045217,0.031097362,0.028399453,0.00077299646,0.00047269554],"study_design_scores_gemma":[0.0046113757,0.0004029746,0.5406862,0.0001769671,0.0007435904,0.000063800195,0.0013687452,0.29215384,0.09133598,0.065104745,0.0015991797,0.0017525865],"about_ca_topic_score_codex":0.000062675,"about_ca_topic_score_gemma":0.00036178285,"teacher_disagreement_score":0.63829833,"about_ca_system_score_codex":0.000036161906,"about_ca_system_score_gemma":0.000025504889,"threshold_uncertainty_score":0.79179937},"labels":[],"label_agreement":null},{"id":"W2765955315","doi":"10.1155/2017/5905417","title":"A Framework for Extension of Dynamic Finite Element Formulation to Flexural Vibration Analysis of Thin Plates","year":2017,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Ryerson University","keywords":"Finite element method; Extension (predicate logic); Convergence (economics); MATLAB; Curse of dimensionality; Vibration; Computer science; Software; Mixed finite element method; Structural engineering; Extended finite element method; Applied mathematics; Mathematics; Engineering; Physics; Artificial intelligence","score_opus":0.010684034628445293,"score_gpt":0.2722044937236895,"score_spread":0.2615204590952442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765955315","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37401706,0.000031943808,0.6256514,0.000055406785,0.000045523033,0.00014679777,0.000017116208,0.000013095121,0.000021653288],"genre_scores_gemma":[0.96109045,0.000033187906,0.038542613,0.000015335303,0.00002221072,0.00000881371,0.00027404266,0.000007845644,0.0000055239284],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994155,0.00000810887,0.0002818736,0.0001219831,0.00009933053,0.00007318254],"domain_scores_gemma":[0.99946856,0.000055110115,0.00014607061,0.00020889868,0.00009567,0.000025692128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000091706264,0.00008472578,0.00020754957,0.00023030007,0.0001326869,0.00005287569,0.00005629281,0.000065765045,0.000014408682],"category_scores_gemma":[0.000057668087,0.00007887424,0.00007983697,0.00017571317,0.000007789595,0.00027289515,0.00001819827,0.000030553365,1.6851948e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045070487,0.0000073978154,0.0011870291,0.000043319043,0.00019614823,3.215127e-8,0.0005656966,0.95507514,0.032148737,0.0036637045,0.000007743725,0.007059971],"study_design_scores_gemma":[0.00012243395,0.000064807624,0.07276157,0.000025413245,0.00033272445,5.4497228e-8,0.00003395334,0.9147621,0.010109458,0.0017043683,0.000009038064,0.00007410807],"about_ca_topic_score_codex":0.000014092915,"about_ca_topic_score_gemma":0.00018110554,"teacher_disagreement_score":0.5871088,"about_ca_system_score_codex":0.000019696605,"about_ca_system_score_gemma":0.000004718987,"threshold_uncertainty_score":0.3216398},"labels":[],"label_agreement":null},{"id":"W2769004175","doi":"10.5539/mas.v11n12p36","title":"Dynamic Response of Composite Plate Subjected to Sudden Heat Flux","year":2017,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Composite plate; Composite number; Heat flux; Deflection (physics); Composite material; Stacking; Finite element method; Epoxy; Graphite; Thermal; Structural engineering; Mechanics; Heat transfer; Optics; Thermodynamics; Physics","score_opus":0.005629218495007038,"score_gpt":0.2296731652338089,"score_spread":0.22404394673880187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2769004175","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7953047,0.000013632676,0.20185122,0.00004016194,0.000070148126,0.00010953609,0.000005740325,0.0000651006,0.0025397672],"genre_scores_gemma":[0.99280214,0.0000023593868,0.0070752315,0.000020925208,0.0000075935236,0.0000049729983,0.0000041518933,0.00001247805,0.000070132635],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99908084,0.000007233815,0.00016958678,0.0002413836,0.00027998048,0.0002209851],"domain_scores_gemma":[0.99915093,0.000022163476,0.00003529372,0.00063242763,0.00006251599,0.000096694675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027924363,0.00011167639,0.00017587654,0.00019750524,0.00034162833,0.00015509763,0.00062541256,0.000032632182,0.00001678167],"category_scores_gemma":[0.000017923852,0.000107367734,0.00003308513,0.00027936543,0.0001437966,0.00013851062,0.0001229105,0.00006694411,0.000015177855],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056323843,0.0000031253453,0.00009439868,0.000004262897,0.000005435317,6.813197e-7,0.00032743055,0.24526182,0.7529109,0.000035861765,0.000010203971,0.0012895426],"study_design_scores_gemma":[0.00012197617,0.00001041495,0.047660153,0.00000832399,0.000009741533,0.000001255637,0.000006762397,0.7993249,0.15257816,0.000145596,0.00002054642,0.00011213568],"about_ca_topic_score_codex":0.000020711226,"about_ca_topic_score_gemma":0.000039364797,"teacher_disagreement_score":0.60033274,"about_ca_system_score_codex":0.00007493294,"about_ca_system_score_gemma":0.000026445236,"threshold_uncertainty_score":0.4378329},"labels":[],"label_agreement":null},{"id":"W2769653049","doi":"10.5539/mas.v11n12p12","title":"Closed-Form Solution of Large Deflected Cantilever Beam a gainst Follower Loading Using Complex Analysis","year":2017,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cantilever; Shooting method; Deflection (physics); Numerical analysis; Finite element method; Beam (structure); Iterative method; Mathematics; Computer simulation; Mathematical analysis; Mechanics; Physics; Classical mechanics; Structural engineering; Mathematical optimization; Boundary value problem; Optics; Engineering","score_opus":0.020603872003323788,"score_gpt":0.2726713112719403,"score_spread":0.25206743926861647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2769653049","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45439675,0.000013043,0.54222167,0.0000032913745,0.000045871388,0.00006639373,0.000007436585,0.000039162096,0.0032064114],"genre_scores_gemma":[0.99212873,0.000004433445,0.007788895,0.000014681647,0.000023519635,0.0000023662217,0.0000152625,0.000011914996,0.000010196515],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987603,0.0000037628117,0.0002429639,0.0002799508,0.0003729325,0.00034011868],"domain_scores_gemma":[0.9991335,0.000008373684,0.00014032229,0.0005418563,0.00010316971,0.000072756935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024844025,0.00013815647,0.00028194374,0.00038382766,0.0007459283,0.00016885957,0.0004534714,0.00004797303,0.0000356657],"category_scores_gemma":[0.000012253461,0.00013535647,0.00011379593,0.0008496349,0.00015118932,0.00027022883,0.0001137869,0.000079996375,0.0000017513494],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000038532885,0.000008360962,0.001628466,0.00000778989,0.00008142322,4.0374806e-7,0.0002889943,0.30283725,0.69410914,0.00016023204,0.00000667406,0.000867423],"study_design_scores_gemma":[0.00017816358,0.0000030665497,0.029049793,0.0000059538816,0.00021927302,4.0697867e-7,0.000013096166,0.9467483,0.023458192,0.00015862126,0.000017217526,0.00014789487],"about_ca_topic_score_codex":0.00012283906,"about_ca_topic_score_gemma":0.00039950412,"teacher_disagreement_score":0.67065096,"about_ca_system_score_codex":0.00014969408,"about_ca_system_score_gemma":0.000037823163,"threshold_uncertainty_score":0.57371527},"labels":[],"label_agreement":null},{"id":"W2771630766","doi":"10.1139/cjce-2017-0159","title":"Shear deformable hybrid finite element formulation for buckling analysis of composite columns","year":2017,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Buckling; Structural engineering; Shear (geology); Compatibility (geochemistry); Materials science; Composite number; Displacement field; Flexural strength; Composite material; Engineering","score_opus":0.0062893763973014905,"score_gpt":0.1964620566616093,"score_spread":0.1901726802643078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2771630766","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14936861,0.0004156552,0.84900033,0.000032774995,0.00039422416,0.000113627895,0.0000667468,0.0000146861175,0.00059330947],"genre_scores_gemma":[0.99575186,0.00002701468,0.004052766,0.0000066111456,0.00009578673,0.0000018865877,0.000032044878,0.000021626127,0.000010410985],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990947,0.0000038179705,0.00047446185,0.00006997501,0.00012119356,0.00023585516],"domain_scores_gemma":[0.9990918,0.00004169487,0.00022283003,0.00021983379,0.00021257767,0.00021128723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021165865,0.00012224489,0.00037319065,0.00077721296,0.0001652868,0.00012362932,0.00022293485,0.000038814695,0.000053214153],"category_scores_gemma":[0.00005624925,0.00013199696,0.0002697952,0.00020438562,0.000008485773,0.00030972832,0.000007699794,0.0001033995,2.4741087e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000038591984,0.0000014966374,0.002836925,0.000047334976,0.0007670638,0.0000037360464,0.00010634918,0.9946454,0.0009519467,0.00012722086,0.000078429526,0.00043020063],"study_design_scores_gemma":[0.00026925135,0.000028265273,0.010875082,0.00006136728,0.0007484517,0.0000048907186,0.000008452039,0.9842333,0.0016265706,0.000029833105,0.0019863136,0.00012822499],"about_ca_topic_score_codex":0.00041027236,"about_ca_topic_score_gemma":0.032376368,"teacher_disagreement_score":0.8463832,"about_ca_system_score_codex":0.00017075986,"about_ca_system_score_gemma":0.00006507091,"threshold_uncertainty_score":0.9852802},"labels":[],"label_agreement":null},{"id":"W2775249464","doi":"10.2495/cmem-v6-n3-551-562","title":"The effects of test set-up on the apparent flexural modulus of thin angle-ply laminates using standard four-point bend testing","year":2017,"lang":"en","type":"article","venue":"International Journal of Computational Methods and Experimental Measurements","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; Royal Military College of Canada; Royal Ottawa Mental Health Centre","funders":"","keywords":"Three point flexural test; Flexural strength; Composite material; Materials science; Flexural modulus; Structural engineering; Modulus; Point (geometry); Engineering; Mathematics; Geometry","score_opus":0.06487431772550185,"score_gpt":0.3681875999871573,"score_spread":0.30331328226165544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2775249464","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9064612,0.0011901106,0.090062335,0.00013510333,0.0016957354,0.00015862867,0.0000137108955,0.000007160852,0.00027603947],"genre_scores_gemma":[0.94309765,0.000015798169,0.056746818,0.000017480355,0.000103851635,0.0000020427274,0.000002006096,0.0000112400785,0.0000031251625],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998465,0.00012070468,0.00050105,0.00008833905,0.0007302085,0.000094706484],"domain_scores_gemma":[0.99778086,0.0008568275,0.00057319825,0.00011370248,0.000635418,0.00003999638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008029587,0.00013271977,0.00021939576,0.000090572554,0.00023740531,0.00013823921,0.00035858026,0.000026305937,0.000005536771],"category_scores_gemma":[0.0006372475,0.00008356497,0.000100984485,0.00004967544,0.00010001896,0.00017014537,0.000067935835,0.00011524316,1.0136351e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025942278,0.000086591506,0.004922375,0.000054453896,0.0011120553,0.000007961691,0.0016151834,0.5738562,0.3740096,0.0009107583,0.00009954359,0.04306585],"study_design_scores_gemma":[0.0011765478,0.00040858003,0.011961144,0.00047672572,0.0000879157,0.000048593676,0.00038811783,0.41713953,0.5630773,0.0050573577,0.000032004395,0.00014619692],"about_ca_topic_score_codex":0.000014237517,"about_ca_topic_score_gemma":0.0000014972994,"teacher_disagreement_score":0.18906769,"about_ca_system_score_codex":0.000116705196,"about_ca_system_score_gemma":0.000028050597,"threshold_uncertainty_score":0.34076804},"labels":[],"label_agreement":null},{"id":"W2776696726","doi":"10.14445/22315373/ijmtt-v50p545","title":"Numerical Experiments on Quarter of an Elliptic Plate with Exponential Thickness Variation","year":2017,"lang":"en","type":"article","venue":"International Journal of Mathematics Trends and Technology","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Mathematics; Quarter (Canadian coin); Exponential function; Variation (astronomy); Mathematical analysis; Physics","score_opus":0.006633518625877536,"score_gpt":0.25238802715459774,"score_spread":0.2457545085287202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2776696726","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90364283,0.00003789307,0.09484227,0.00047446592,0.00025886728,0.000020897423,0.0000031121047,0.00002077633,0.0006989164],"genre_scores_gemma":[0.9850519,0.000020222167,0.014851535,0.000003244904,0.000052027943,8.9115525e-7,0.0000023123364,0.000008000784,0.000009900919],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994444,0.00000509711,0.0002513575,0.000056129284,0.00018972014,0.000053252512],"domain_scores_gemma":[0.99939877,0.000013574002,0.00028696825,0.00013926497,0.00013985827,0.000021594235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000062231,0.00007484609,0.00016757048,0.00034122771,0.000036358302,0.000050173592,0.00023883185,0.000060917744,0.000036790505],"category_scores_gemma":[0.000010777286,0.000055015757,0.000029153522,0.00004652814,0.00003762929,0.00014273768,0.000015201183,0.00009528272,4.5719557e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009942055,0.003008364,0.008881395,0.00027423954,0.008166519,0.0006748459,0.012863845,0.18150273,0.20714208,0.18973781,0.000278254,0.3864757],"study_design_scores_gemma":[0.004257378,0.0016961534,0.017031776,0.00045281724,0.00033609843,0.0010072987,0.0005042427,0.9062487,0.04879912,0.01893809,0.00025376418,0.00047459453],"about_ca_topic_score_codex":0.0000020807306,"about_ca_topic_score_gemma":0.000002416558,"teacher_disagreement_score":0.7247459,"about_ca_system_score_codex":0.000016802236,"about_ca_system_score_gemma":0.0000046648947,"threshold_uncertainty_score":0.22434774},"labels":[],"label_agreement":null},{"id":"W2777894465","doi":"10.1016/j.engstruct.2017.12.040","title":"Design optimization of stiffened panels using finite element integrated force method","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; Bell Helicopter Textron (Canada)","funders":"","keywords":"Finite element method; Structural engineering; Engineering; Computer science; Materials science","score_opus":0.016568030480909487,"score_gpt":0.254514055612115,"score_spread":0.2379460251312055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2777894465","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006786752,0.00011707453,0.9924015,0.000006299824,0.00032350217,0.00015370904,0.000011534148,0.00014410872,0.000055553504],"genre_scores_gemma":[0.50750804,0.000017648767,0.49235693,0.0000035055868,0.000051063726,0.0000029673715,0.000018701296,0.000031830292,0.000009320365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991166,0.000023357812,0.00031748725,0.00017427653,0.00016266633,0.00020559528],"domain_scores_gemma":[0.99923486,0.000068919915,0.0001257169,0.00043213626,0.00008601448,0.000052381194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012716166,0.00023116893,0.0003020609,0.0001816721,0.00012764531,0.000111004985,0.00027436294,0.00009510543,0.0000784425],"category_scores_gemma":[0.00008958043,0.00021675232,0.00007899786,0.00013280025,0.000016326854,0.00018123066,0.000039430193,0.00012822729,2.677077e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007544995,0.0000016225354,0.000028314756,0.000046487727,0.00012506367,0.0000014321765,0.0001131427,0.96939284,0.028200304,0.00016924071,0.000009645496,0.0019043363],"study_design_scores_gemma":[0.00020727079,0.000015102839,0.00087170233,0.0000353801,0.00008232288,0.00000322719,0.0000077376335,0.927701,0.07072634,0.000108266235,0.00004237429,0.00019930283],"about_ca_topic_score_codex":0.000031582207,"about_ca_topic_score_gemma":6.5827095e-7,"teacher_disagreement_score":0.5007213,"about_ca_system_score_codex":0.00006848206,"about_ca_system_score_gemma":0.000013468833,"threshold_uncertainty_score":0.88389033},"labels":[],"label_agreement":null},{"id":"W2779569821","doi":"10.5539/mas.v12n1p98","title":"Large Deflection of Prismatic Cantilever Beam Exposed to Combination of End Inclined Force and Tip Moment","year":2017,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cantilever; Deflection (physics); Curvature; Bending moment; Beam (structure); Nonlinear system; Boundary value problem; Numerical integration; Neutral axis; Elliptic integral; Shear force; Physics; Mechanics; Classical mechanics; Materials science; Geometry; Mathematical analysis; Mathematics; Optics; Composite material","score_opus":0.007900126568393086,"score_gpt":0.22960532088060395,"score_spread":0.22170519431221086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2779569821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57382745,0.0000069064486,0.4249864,0.000009230075,0.000025485257,0.000107302796,0.0000015263681,0.000010138413,0.0010255532],"genre_scores_gemma":[0.99749607,0.0000041429735,0.002443656,0.00000770739,0.0000057416682,0.00000619861,0.0000022241252,0.0000050736144,0.000029187075],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993921,0.000002331058,0.00016086557,0.00012812212,0.00021084894,0.000105744075],"domain_scores_gemma":[0.99958706,0.000008058152,0.00008234016,0.0002263294,0.000057596324,0.00003861017],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019254653,0.00006177296,0.00012275203,0.00012409974,0.00016146565,0.00003950648,0.00015634499,0.000021389664,0.0000051648176],"category_scores_gemma":[0.000009194651,0.000059164413,0.000014224296,0.00013865366,0.000058663267,0.000117105374,0.00006599285,0.00002931568,4.1316753e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006208634,0.0000137492725,0.00039522012,0.000036175086,0.000006482153,4.8052936e-8,0.001348507,0.06196388,0.93191546,0.00087533233,0.0000050129065,0.0034339014],"study_design_scores_gemma":[0.00019940884,0.000015994923,0.012533164,0.000011031321,0.000010323207,2.0665509e-7,0.000018587103,0.7364117,0.24974416,0.0009961799,0.000005738616,0.000053518197],"about_ca_topic_score_codex":0.000011159633,"about_ca_topic_score_gemma":0.000055458924,"teacher_disagreement_score":0.68217134,"about_ca_system_score_codex":0.000038682098,"about_ca_system_score_gemma":0.000012781871,"threshold_uncertainty_score":0.24126548},"labels":[],"label_agreement":null},{"id":"W2781286254","doi":"10.5267/j.esm.2017.11.001","title":"Elastica and buckling loads of nonlinear elastic tapered cantilever columns","year":2017,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cantilever; Buckling; Nonlinear system; Structural engineering; Materials science; Engineering; Physics","score_opus":0.003917727253773542,"score_gpt":0.19862117896021986,"score_spread":0.19470345170644632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2781286254","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22907583,0.00037842826,0.76917934,0.000016194745,0.0007991987,0.00011901701,0.000025838144,0.00018267198,0.00022344314],"genre_scores_gemma":[0.98489845,0.00016102329,0.014747156,0.000003666694,0.00011365573,0.000003201239,0.0000085429265,0.000041345564,0.00002295953],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992928,0.0000034901254,0.00023464176,0.00014521547,0.00012278803,0.00020107349],"domain_scores_gemma":[0.9994369,0.00003479517,0.00006022884,0.00033635853,0.00005384109,0.000077833494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006963065,0.00016194707,0.00027676,0.00009632518,0.00009883484,0.00007275664,0.00016387303,0.00008792877,0.000024258332],"category_scores_gemma":[0.00009440936,0.00017681159,0.000056972123,0.000066706605,0.000010834608,0.000106882624,0.00006150402,0.00013900074,0.0000022764675],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000031438512,0.000005462048,0.00003482445,0.00010986143,0.00009455269,0.000003947984,0.000095900316,0.95626116,0.041521616,0.0009686557,0.00001783867,0.00088302785],"study_design_scores_gemma":[0.00019340658,0.000021271575,0.000467482,0.00006693445,0.00008172368,0.0000064516494,0.000007496235,0.9893352,0.00899623,0.000040113166,0.0006067917,0.00017692131],"about_ca_topic_score_codex":0.000013545789,"about_ca_topic_score_gemma":0.000014315815,"teacher_disagreement_score":0.7558226,"about_ca_system_score_codex":0.000029369035,"about_ca_system_score_gemma":0.000010829254,"threshold_uncertainty_score":0.72101676},"labels":[],"label_agreement":null},{"id":"W2786731197","doi":"10.1142/s0219455418501018","title":"Free Vibration Analysis of a Nonlinearly Tapered Cone Beam by Adomian Decomposition Method","year":2018,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba; Research Manitoba","keywords":"Vibration; Adomian decomposition method; Cantilever; Beam (structure); Mathematics; Mathematical analysis; Convergence (economics); Cone (formal languages); Normal mode; Eigenvalues and eigenvectors; Physics; Acoustics; Optics; Structural engineering; Differential equation; Engineering","score_opus":0.004208676443268141,"score_gpt":0.2576716711834747,"score_spread":0.25346299474020656,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2786731197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7083497,0.00008875362,0.29082543,0.00011665056,0.00022782876,0.000035585374,0.0002939393,0.000009106807,0.000052981726],"genre_scores_gemma":[0.9741614,0.000039454066,0.025427226,0.000027863334,0.00011881344,3.618649e-7,0.00021602059,0.000007142544,0.0000017081676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998873,0.000040194183,0.0005833589,0.00011140207,0.00030860482,0.000083428204],"domain_scores_gemma":[0.9987429,0.00008431417,0.00026306015,0.00012271294,0.0007269492,0.000060080878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019089563,0.00011667485,0.0003158837,0.00028081695,0.000043694636,0.00006689277,0.00022325595,0.000071062386,0.00014397482],"category_scores_gemma":[0.00004620907,0.000101779835,0.00016490869,0.0003178851,0.00008026926,0.00032992839,0.000036747202,0.00011903303,9.446762e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014974893,0.00013213004,0.06333495,0.00010140881,0.014499018,0.000010071244,0.0036386303,0.5409146,0.28981104,0.0030561134,0.0002040833,0.08280048],"study_design_scores_gemma":[0.00048360747,0.000096574615,0.03523637,0.000010670263,0.00048631322,0.000018109155,0.0000857311,0.955153,0.0073406887,0.0009671996,0.000020334082,0.00010140837],"about_ca_topic_score_codex":0.00007544309,"about_ca_topic_score_gemma":0.00045411623,"teacher_disagreement_score":0.4142384,"about_ca_system_score_codex":0.0001486487,"about_ca_system_score_gemma":0.000014985717,"threshold_uncertainty_score":0.41504613},"labels":[],"label_agreement":null},{"id":"W2787389977","doi":"10.1007/978-981-10-5849-3_33","title":"Mechanical Behavior of Laminated Composite Curved Tubes","year":2018,"lang":"en","type":"book-chapter","venue":"Lecture notes in mechanical engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Finite element method; Composite number; Displacement field; Materials science; Elasticity (physics); Structural engineering; Bending moment; Displacement (psychology); Bending; Composite material; Stress field; Engineering","score_opus":0.006480886834272874,"score_gpt":0.20240212145162997,"score_spread":0.1959212346173571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2787389977","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01450852,0.001489067,0.97736293,0.000028174742,0.0013764981,0.0007285403,0.00009306794,0.0007607642,0.0036524532],"genre_scores_gemma":[0.9771504,0.00024087493,0.021314697,0.000028879811,0.00041883363,0.000025402373,0.0002583463,0.000302885,0.0002596777],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979426,0.000015912854,0.0008289629,0.0004583675,0.0003723512,0.0003817861],"domain_scores_gemma":[0.9989693,0.00019985833,0.0000770126,0.00051503,0.0001220922,0.00011671264],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016473231,0.0006326786,0.0010113096,0.0004609798,0.000027446977,0.000033426026,0.00037507896,0.0009087066,0.0007457795],"category_scores_gemma":[0.00007702308,0.00064427604,0.00033134932,0.00021465949,0.000030952484,0.00006475871,0.000115344876,0.0009277619,0.00001565458],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036737023,0.000039136496,0.00000960412,0.0004399383,0.0004157876,0.00007277083,0.000111465364,0.7601248,0.21955836,0.009268998,0.000030471563,0.0098919505],"study_design_scores_gemma":[0.00051982614,0.00014431724,0.00003809656,0.00070018426,0.00047692447,0.000028314587,7.84695e-7,0.83812094,0.15398155,0.003522866,0.0014141587,0.0010520128],"about_ca_topic_score_codex":0.000008288767,"about_ca_topic_score_gemma":0.000050364146,"teacher_disagreement_score":0.9626419,"about_ca_system_score_codex":0.00018936988,"about_ca_system_score_gemma":0.00001527504,"threshold_uncertainty_score":0.9996008},"labels":[],"label_agreement":null},{"id":"W2789317211","doi":"10.1016/j.compstruct.2018.02.010","title":"Wave propagation characteristics in a piezoelectric coupled laminated composite cylindrical shell by considering transverse shear effects and rotary inertia","year":2018,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Bauhaus-Universität Weimar; Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Rotary inertia; Materials science; Piezoelectricity; Shell (structure); Transverse plane; Composite material; Composite number; Dispersion (optics); Inertia; Wave propagation; Structural engineering; Physics; Classical mechanics; Engineering; Optics","score_opus":0.003918231661569499,"score_gpt":0.19028081554970325,"score_spread":0.18636258388813376,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789317211","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9713348,0.0006234324,0.026877869,0.000039528113,0.00023130554,0.00043224375,0.000018347842,0.00020125914,0.00024118015],"genre_scores_gemma":[0.99625325,0.00009640347,0.0031435068,0.00008175102,0.000113515045,0.00001099987,0.00023933296,0.000052166797,0.00000905742],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99846685,0.00008207193,0.00047384106,0.00038394428,0.00021314756,0.00038011794],"domain_scores_gemma":[0.9993729,0.00009800864,0.00007797373,0.00022686755,0.000095500494,0.00012875436],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00007807091,0.0003682544,0.0005073433,0.0003234741,0.00015076472,0.00012373472,0.000121194425,0.00017984652,0.00004133782],"category_scores_gemma":[0.000016860704,0.0003567741,0.00006535542,0.0005802972,0.000121721045,0.00016977379,0.000040861432,0.00033426163,0.0000036183917],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017216001,0.000040774845,0.009579046,0.0003347981,0.00018996502,0.00006463078,0.0011406634,0.0067986324,0.9616654,0.00015097884,0.00016652589,0.019696416],"study_design_scores_gemma":[0.001035783,0.00014763924,0.12750457,0.00007674121,0.00012759681,0.00006040993,0.000008156684,0.8300266,0.040201988,0.00017271044,0.00018357397,0.0004542146],"about_ca_topic_score_codex":0.000044029,"about_ca_topic_score_gemma":0.000038057216,"teacher_disagreement_score":0.92146343,"about_ca_system_score_codex":0.000109944645,"about_ca_system_score_gemma":0.000014105188,"threshold_uncertainty_score":0.9998884},"labels":[],"label_agreement":null},{"id":"W2792097616","doi":"10.1177/1081286517754245","title":"On a consistent dynamic finite-strain shell theory and its linearization","year":2018,"lang":"en","type":"article","venue":"Mathematics and Mechanics of Solids","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Shell (structure); Orthotropic material; Mathematical analysis; Boundary value problem; Mathematics; Shell theory; Isotropy; Vibration; Finite element method; Linearization; Physics; Classical mechanics; Nonlinear system; Materials science","score_opus":0.006075839960300747,"score_gpt":0.2125697934728466,"score_spread":0.20649395351254585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792097616","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17864391,0.00027853006,0.8194249,0.000026016709,0.000102121405,0.00015893762,0.000035850808,0.000054482254,0.0012752545],"genre_scores_gemma":[0.9926615,0.00018958157,0.007034468,0.000029366667,0.000016803424,0.0000018130804,0.0000122480515,0.000014983232,0.0000392747],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99958676,0.000008266137,0.00017056895,0.00008294107,0.00007520817,0.000076236116],"domain_scores_gemma":[0.9996878,0.0000867513,0.00004127065,0.00009599161,0.000055956716,0.000032246775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001601404,0.000089324945,0.00014670573,0.00007033948,0.000037167032,0.000020326255,0.000036391768,0.000052025916,0.000029324865],"category_scores_gemma":[0.000047568006,0.00007813317,0.00002402616,0.00007500982,0.000013204277,0.000026053836,0.000020174159,0.000043055745,0.0000018327784],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013911083,0.00004045635,8.7004946e-7,0.00039167382,0.00010821323,8.847532e-7,0.0017769805,0.018408941,0.06901425,0.9062623,0.0000176296,0.003963906],"study_design_scores_gemma":[0.00012714339,0.00007985588,0.0000031933919,0.000053689208,0.000051424246,0.0000021998458,0.00006624069,0.9354038,0.0051512364,0.058960102,0.000023672523,0.0000774274],"about_ca_topic_score_codex":2.3709039e-7,"about_ca_topic_score_gemma":0.0000029401035,"teacher_disagreement_score":0.91699487,"about_ca_system_score_codex":0.000007946922,"about_ca_system_score_gemma":0.0000036556519,"threshold_uncertainty_score":0.3186178},"labels":[],"label_agreement":null},{"id":"W2792713528","doi":"10.1155/2018/1871674","title":"Elastic Stress Analysis of Rotating Functionally Graded Annular Disk of Variable Thickness Using Finite Difference Method","year":2018,"lang":"en","type":"article","venue":"Mathematical Problems in Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Radial stress; Materials science; Stress (linguistics); Boundary value problem; Elasticity (physics); Deformation (meteorology); Elastic modulus; Cylinder stress; Displacement (psychology); Mechanics; Composite material; Mathematics; Mathematical analysis; Physics; Ultimate tensile strength","score_opus":0.010652307075685569,"score_gpt":0.23175624879931578,"score_spread":0.2211039417236302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792713528","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13116777,0.000057197693,0.8684475,0.0000011105606,0.00005399723,0.000098818164,0.000011947631,0.0000493022,0.00011238958],"genre_scores_gemma":[0.80194247,0.0000028263112,0.19798478,0.0000012528424,0.000023396527,0.00000720707,0.000012508153,0.000021570948,0.000003962153],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986884,0.000028561271,0.0006583932,0.00017862456,0.00023804692,0.00020798764],"domain_scores_gemma":[0.9991074,0.00041188358,0.00010137842,0.00023034532,0.00010541073,0.000043560125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030713194,0.00017982842,0.00057125255,0.0005222578,0.00002523252,0.00001887381,0.00014813404,0.000085743,0.000090509115],"category_scores_gemma":[0.00018329317,0.0001679751,0.00010872729,0.0017314674,0.000030917527,0.00008596984,0.000045360317,0.0001499809,4.625066e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002164398,0.000027847245,0.0017643092,0.0007392162,0.0004117059,3.5742616e-7,0.00050461665,0.96614367,0.027523773,0.0026856565,1.7635455e-7,0.00019651884],"study_design_scores_gemma":[0.000118909906,0.000019160056,0.002177482,0.00036227846,0.0005287615,0.0000012075701,0.000025674111,0.99243075,0.00214527,0.0020346094,6.877931e-7,0.00015520859],"about_ca_topic_score_codex":0.000021583717,"about_ca_topic_score_gemma":0.000011789629,"teacher_disagreement_score":0.6707747,"about_ca_system_score_codex":0.000039623832,"about_ca_system_score_gemma":0.00000836571,"threshold_uncertainty_score":0.6849826},"labels":[],"label_agreement":null},{"id":"W2793960352","doi":"10.1177/1045389x17754264","title":"Speed-dependent nonlinear broadband vibrations of smart functionally graded piezoelectric material plates","year":2018,"lang":"en","type":"article","venue":"Journal of Intelligent Material Systems and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Galerkin method; Nonlinear system; Harmonic balance; Vibration; Piezoelectricity; Discretization; Material properties; Mathematical analysis; Equations of motion; Ordinary differential equation; Functionally graded material; Physics; Mechanics; Mathematics; Differential equation; Classical mechanics; Acoustics","score_opus":0.007365411793469604,"score_gpt":0.2101253195065294,"score_spread":0.2027599077130598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793960352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9808399,0.00053643394,0.014531111,0.0000079141555,0.0037023453,0.00014882875,0.000061545674,0.000021151858,0.00015076697],"genre_scores_gemma":[0.9971199,0.00019800066,0.00056920375,0.0000057908433,0.0020365908,9.026598e-7,0.000020221547,0.000018768831,0.000030628893],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99866444,0.000039105467,0.00078092905,0.00010467862,0.0002695209,0.0001413093],"domain_scores_gemma":[0.99922776,0.000019728475,0.00029600077,0.00010214578,0.00027983607,0.00007452187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001403989,0.00017293841,0.00039719723,0.00024661986,0.000079213336,0.00018554756,0.000116483505,0.0000996019,0.00032961415],"category_scores_gemma":[0.000009733561,0.00012854091,0.00008784858,0.00013642035,0.000047045054,0.00014143909,0.000019708254,0.00008338579,0.0000012404035],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013211824,0.00005871839,0.0016477718,0.0006463832,0.0015014167,0.000021713973,0.00091687235,0.122514576,0.86018825,0.002688082,0.0014841594,0.0070108958],"study_design_scores_gemma":[0.0009781371,0.0016381554,0.0035727916,0.00022475142,0.00050413905,0.0009613468,0.00031809876,0.045411,0.93603474,0.0018724168,0.007825404,0.00065900973],"about_ca_topic_score_codex":0.00005592197,"about_ca_topic_score_gemma":0.000020866437,"teacher_disagreement_score":0.07710358,"about_ca_system_score_codex":0.000039800434,"about_ca_system_score_gemma":0.000022756392,"threshold_uncertainty_score":0.52417463},"labels":[],"label_agreement":null},{"id":"W2795366334","doi":"10.1142/s1758825118500321","title":"Cross-Sectional Design and Analysis of Multiscale Carbon Nanotubes-Reinforced Composite Beams and Blades","year":2018,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; University of Ottawa","funders":"Purdue University","keywords":"Materials science; Composite material; Micromechanics; Carbon nanotube; Stiffness; Beam (structure); Volume fraction; Composite number; Bending stiffness; Material properties; Structural engineering","score_opus":0.00691025792567877,"score_gpt":0.23404351645621813,"score_spread":0.22713325853053937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795366334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5819147,0.00006872195,0.4174256,0.000007819188,0.00022876821,0.000043698557,0.000008432763,0.000010789173,0.0002914481],"genre_scores_gemma":[0.9738393,0.00011768709,0.025850002,0.000021024682,0.00013776335,9.304567e-7,0.0000129575565,0.000010804444,0.000009557321],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990454,0.000009028843,0.00044485272,0.00009988908,0.00031887845,0.00008198939],"domain_scores_gemma":[0.99924606,0.00005239109,0.00019557374,0.000068110276,0.00038192509,0.000055914923],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019285001,0.00010963456,0.0002498272,0.0004620889,0.000034332446,0.0000694463,0.00014544405,0.000068960726,0.00003451927],"category_scores_gemma":[0.000008285595,0.00010030259,0.00008757357,0.00023651433,0.000039604092,0.00008639124,0.00003891019,0.000095993404,2.2194159e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021094942,0.000011243991,0.0014899198,0.00000879392,0.0028142403,0.0000038226067,0.00036351258,0.8125935,0.17593068,0.003560766,0.000005557394,0.0030070175],"study_design_scores_gemma":[0.0004621749,0.00005834496,0.008275436,0.000010538084,0.00035271354,0.000027635457,0.000015595546,0.9230856,0.06702363,0.0005482695,0.000043349148,0.0000967265],"about_ca_topic_score_codex":0.000010229535,"about_ca_topic_score_gemma":0.000004689709,"teacher_disagreement_score":0.39192453,"about_ca_system_score_codex":0.000052616346,"about_ca_system_score_gemma":0.000012851647,"threshold_uncertainty_score":0.4090221},"labels":[],"label_agreement":null},{"id":"W2796565566","doi":"10.1007/s10443-018-9684-2","title":"Damping Analysis of Cylindrical Composite Structures with Enhanced Viscoelastic Properties","year":2018,"lang":"en","type":"article","venue":"Applied Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Innovationsfonden","keywords":"Materials science; Viscoelasticity; Composite material; Composite number","score_opus":0.00617383379535577,"score_gpt":0.1973448462525491,"score_spread":0.19117101245719334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2796565566","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87993675,0.000043675296,0.117685646,0.000007207569,0.00013497031,0.00020528423,0.00002516885,0.00016702736,0.0017942882],"genre_scores_gemma":[0.9904915,0.00000935922,0.009091595,0.000041735617,0.00015263708,0.00001911483,0.00014551816,0.000042097367,0.0000064555584],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99853224,0.000039565588,0.0005478546,0.00032066708,0.00027592725,0.00028373784],"domain_scores_gemma":[0.99921143,0.00003808754,0.00015189394,0.00039432736,0.0001330128,0.00007124753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000088251814,0.00030643868,0.0007932093,0.0004198864,0.00012513912,0.00013426124,0.00024879325,0.00009282886,0.00024290157],"category_scores_gemma":[0.0000024535093,0.00023459386,0.00009050035,0.0009870249,0.00014946419,0.00008242113,0.0000662367,0.000074255244,0.000009946278],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016565275,0.000012685063,0.00006578312,0.000052180352,0.0013616473,7.387984e-7,0.00041635003,0.17847316,0.81846124,0.0006325363,0.000006370358,0.00035167896],"study_design_scores_gemma":[0.00032302816,0.000070492926,0.007120962,0.000034654255,0.0015715038,0.0000030020244,0.000025581661,0.022833658,0.96759504,0.00008294691,0.000022583039,0.00031653492],"about_ca_topic_score_codex":0.00003271672,"about_ca_topic_score_gemma":0.00003489042,"teacher_disagreement_score":0.15563951,"about_ca_system_score_codex":0.00004662788,"about_ca_system_score_gemma":0.00001015595,"threshold_uncertainty_score":0.95664597},"labels":[],"label_agreement":null},{"id":"W2799308136","doi":"10.1515/ijnsns-2018-0377","title":"Nonlinear Vibration of Truncated Conical Shells: Donnell, Sanders and Nemeth Theories","year":2019,"lang":"en","type":"article","venue":"International Journal of Nonlinear Sciences and Numerical Simulation","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Conical surface; Vibration; Nonlinear system; Isotropy; Mathematical analysis; RADIUS; Mathematics; Boundary value problem; Normal mode; Equations of motion; Displacement (psychology); Shell (structure); Classical mechanics; Geometry; Physics; Materials science; Optics; Acoustics","score_opus":0.0075819137163205905,"score_gpt":0.2629631703769799,"score_spread":0.2553812566606593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799308136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86748624,0.00026215916,0.13146025,0.00021153771,0.00030666598,0.00004690891,0.00000463477,0.000008839527,0.00021277656],"genre_scores_gemma":[0.986295,0.00015969963,0.013365491,0.000041270636,0.00012358601,1.09706754e-7,0.000006839849,0.000004465905,0.0000035543976],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915653,0.00002456425,0.00035153798,0.00008978608,0.00031173375,0.00006586507],"domain_scores_gemma":[0.9993782,0.00017243419,0.00015544273,0.000036979258,0.00021526428,0.000041694773],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021908995,0.00007413946,0.00016489848,0.00013341734,0.000031876738,0.000068607784,0.00010886098,0.00004016705,0.00007355024],"category_scores_gemma":[0.000047329555,0.000055579283,0.00004876451,0.00018082702,0.00008103239,0.000333289,0.000021423104,0.00007886662,7.4986514e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058484107,0.00001895768,0.0066918563,0.000007800111,0.00005880414,7.961438e-7,0.00017580335,0.9777572,0.003424938,0.0004721754,0.000003261034,0.011329888],"study_design_scores_gemma":[0.00036126966,0.00014998119,0.004577812,0.000022168559,0.000020083191,0.000008852862,0.00007862353,0.9929275,0.0009346404,0.0005141747,0.0003415487,0.0000633784],"about_ca_topic_score_codex":0.000007971273,"about_ca_topic_score_gemma":0.0000013329233,"teacher_disagreement_score":0.118808754,"about_ca_system_score_codex":0.000017510847,"about_ca_system_score_gemma":0.000018960336,"threshold_uncertainty_score":0.22664574},"labels":[],"label_agreement":null},{"id":"W2799409206","doi":"10.1139/tcsme-2013-0006","title":"FREE VIBRATION AND BUCKLING OF CANTILEVER BEAMS UNDER LINEARLY VARYING AXIAL LOAD CARRYING AN ECCENTRIC END RIGID BODY","year":2013,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Cantilever; Axial symmetry; Eccentricity (behavior); Beam (structure); Eccentric; Vibration; Natural frequency; Buckling; Structural engineering; Inertia; Rigid body; Added mass; Mechanics; Physics; Classical mechanics; Engineering; Acoustics","score_opus":0.005091816061547864,"score_gpt":0.1787325358150899,"score_spread":0.17364071975354203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799409206","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13497332,0.00014517835,0.86401755,0.00010739885,0.00027875704,0.0003135775,0.000088701774,0.00005529758,0.0000202148],"genre_scores_gemma":[0.9834104,0.000025754714,0.016418727,0.000024396359,0.00005469993,0.000013928552,0.000011741864,0.00003098424,0.0000093446815],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992218,0.000006248688,0.00026501418,0.00013576851,0.00014882535,0.0002223564],"domain_scores_gemma":[0.9994399,0.000045260815,0.000038738082,0.00022629971,0.00010075534,0.00014904563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008355295,0.00013550554,0.00019326975,0.00006669624,0.0001541363,0.00004273887,0.00016353047,0.00013092814,0.000055526503],"category_scores_gemma":[0.000012171411,0.00012908642,0.00024683142,0.00025422443,0.000019339717,0.00020777242,0.0000061135233,0.00016662975,1.3855839e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000013875092,0.0000041233466,0.0000049121472,0.00007914758,0.00013696111,3.9869413e-8,0.00022728025,0.95430017,0.044033162,0.0002751127,0.00001659418,0.000921106],"study_design_scores_gemma":[0.00026745722,0.000017681381,0.0001142288,0.000029403913,0.00014446712,0.000002206281,0.00007201462,0.97885895,0.020138962,0.00015758863,0.00006336868,0.00013369779],"about_ca_topic_score_codex":0.0164603,"about_ca_topic_score_gemma":0.011399019,"teacher_disagreement_score":0.84843713,"about_ca_system_score_codex":0.00024344759,"about_ca_system_score_gemma":0.00007866454,"threshold_uncertainty_score":0.9900892},"labels":[],"label_agreement":null},{"id":"W2799752174","doi":"10.1139/tcsme-2003-0010","title":"LOW FREQUENCY VIBRATIONS OF A THIN CYLINDRICAL SHELL JOINED WITH AN ANNULAR THIN PLATE","year":2003,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Annulus (botany); Vibration; Rotational symmetry; Shell (structure); Finite element method; Mechanics; Beam (structure); Physics; Geometry; Materials science; Acoustics; Mathematics; Optics; Composite material","score_opus":0.004898173885489227,"score_gpt":0.17478863305301276,"score_spread":0.16989045916752354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799752174","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.023046881,0.000057179946,0.9761393,0.00007739715,0.00014528922,0.00026202548,0.000099069504,0.00006500458,0.00010782291],"genre_scores_gemma":[0.87889194,0.0000090305775,0.120987356,0.000022715743,0.000014729411,0.000015747497,0.000013435246,0.000032623702,0.000012418103],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992456,0.000010728558,0.00026407622,0.00013078148,0.00013559588,0.00021323177],"domain_scores_gemma":[0.9994152,0.000035912286,0.000035360274,0.00027492052,0.00007912235,0.0001594737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011518121,0.00014401814,0.0002146568,0.00006562897,0.00013745397,0.000018424455,0.00016883826,0.00013538201,0.00005029851],"category_scores_gemma":[0.000012820684,0.00012044926,0.0003370895,0.00043577346,0.000022240458,0.00014077722,0.000001453825,0.00020387776,1.9934417e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022314978,0.000011929007,0.0000031836641,0.00005981604,0.0001653532,1.6252903e-7,0.00026129364,0.97927165,0.013029036,0.007123742,0.0000101437845,0.000061439176],"study_design_scores_gemma":[0.00028718155,0.00006855087,0.000032734126,0.000035759098,0.0001699283,0.000004964547,0.00006709091,0.9579719,0.040588196,0.00050930365,0.00010471087,0.00015970466],"about_ca_topic_score_codex":0.0011246,"about_ca_topic_score_gemma":0.014329798,"teacher_disagreement_score":0.8558451,"about_ca_system_score_codex":0.0001481883,"about_ca_system_score_gemma":0.00011211778,"threshold_uncertainty_score":0.79963636},"labels":[],"label_agreement":null},{"id":"W2800633499","doi":"10.1139/tcsme-2004-0023","title":"THERMAL STRESSES IN LAMINATED COMPOSITE PLATES BASED ON NON-CLASSICAL THEORIES","year":2004,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Thermoelastic damping; Finite element method; Isotropy; Composite number; Transient (computer programming); Structural engineering; Degrees of freedom (physics and chemistry); Homogeneous; Thermal; Transient response; Materials science; Mathematical analysis; Mechanics; Mathematics; Physics; Composite material; Engineering; Computer science","score_opus":0.0031797618134352845,"score_gpt":0.17459667749256433,"score_spread":0.17141691567912903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800633499","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19194692,0.00004891832,0.8062512,0.0006600943,0.0003393918,0.0003766567,0.00013214415,0.00011052312,0.00013413721],"genre_scores_gemma":[0.99375117,0.0000047585836,0.006115303,0.000044652665,0.000019167584,0.000019525623,0.0000122610945,0.000026365382,0.0000068223903],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940056,0.0000042243423,0.00017586358,0.000106897496,0.00009914341,0.00021328944],"domain_scores_gemma":[0.99964446,0.00006790169,0.00001594694,0.0001615261,0.000027399137,0.00008276448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006356545,0.00013256568,0.00016768655,0.00007566317,0.00009983692,0.000020692898,0.00015883216,0.0001142911,0.000016990443],"category_scores_gemma":[0.0000065520408,0.000113487025,0.00030939598,0.00034109183,0.000022072614,0.000051591636,0.0000020511834,0.00020240969,3.3183076e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004956192,0.000010336805,0.000003335915,0.00004388832,0.000053420925,3.345011e-7,0.00010223668,0.98705393,0.011028332,0.0013671219,0.000004150411,0.00032793693],"study_design_scores_gemma":[0.00045082858,0.00002705011,0.00023272238,0.000083372586,0.000049464692,5.077342e-7,0.00002543305,0.94661945,0.052164752,0.00015902829,0.00006312293,0.00012425243],"about_ca_topic_score_codex":0.0013424299,"about_ca_topic_score_gemma":0.013802243,"teacher_disagreement_score":0.80180424,"about_ca_system_score_codex":0.00031194207,"about_ca_system_score_gemma":0.000059879847,"threshold_uncertainty_score":0.7701976},"labels":[],"label_agreement":null},{"id":"W2801589642","doi":"10.1139/tcsme-2000-0012","title":"BUCKLING OF THIN ANISOTROPIC SHELLS","year":2000,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Buckling; Anisotropy; Parametric statistics; Elasticity (physics); Materials science; Structural engineering; Mechanics; Mathematics; Composite material; Physics; Engineering; Optics","score_opus":0.003913121665728326,"score_gpt":0.17077642198814144,"score_spread":0.16686330032241312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801589642","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.071918726,0.00030127945,0.9263057,0.00017594553,0.00038702707,0.00033259197,0.00013496674,0.00010872101,0.00033501748],"genre_scores_gemma":[0.98158425,0.000054532557,0.018219009,0.000019848001,0.0000249162,0.000006415197,0.000004103551,0.000021591191,0.000065322565],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994706,0.0000028673257,0.00020426293,0.00007692487,0.000084813786,0.00016052964],"domain_scores_gemma":[0.9996747,0.000027208553,0.000015991889,0.00017400575,0.000030439956,0.00007767421],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057194473,0.00009073216,0.00015526886,0.00003444527,0.00008105189,0.0000085828015,0.00015831368,0.000090613496,0.00028409035],"category_scores_gemma":[0.000003150279,0.000083052786,0.00045685988,0.0002559115,0.000012897393,0.00004809435,0.0000012559033,0.000118427306,5.034859e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000010187973,0.0000025197082,7.6344367e-7,0.00005662764,0.00010918039,2.7186243e-8,0.00011597751,0.9881639,0.0084544895,0.0004251795,0.00003985258,0.0026304955],"study_design_scores_gemma":[0.0001462079,0.0000129195105,0.000029941735,0.00002838502,0.00011080086,0.0000012004555,0.000018842495,0.96509445,0.03265667,0.000094202784,0.0017135314,0.00009284058],"about_ca_topic_score_codex":0.0016342403,"about_ca_topic_score_gemma":0.0041089323,"teacher_disagreement_score":0.9096655,"about_ca_system_score_codex":0.00011978151,"about_ca_system_score_gemma":0.00003320773,"threshold_uncertainty_score":0.33867943},"labels":[],"label_agreement":null},{"id":"W2801723173","doi":"10.1139/tcsme-2000-0007","title":"BUCKLING OF LAMINATED COMPOSITE PLATE UNDER BIAXIAL LOADING CONDITIONS","year":2000,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Buckling; Deflection (physics); Finite element method; Boundary value problem; Materials science; Structural engineering; Stiffness; Composite number; Stacking; Composite material; Mathematics; Engineering; Mathematical analysis; Physics","score_opus":0.0051619170845881215,"score_gpt":0.18743267743809244,"score_spread":0.1822707603535043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801723173","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25640473,0.00010927322,0.74193627,0.00017557332,0.0003664084,0.0003353323,0.00035086754,0.00013468551,0.0001868451],"genre_scores_gemma":[0.9922437,0.000024154751,0.0075679,0.000022744165,0.000024069546,0.000009537062,0.00002432365,0.000028133536,0.000055457935],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993433,0.0000046884,0.00025692876,0.000096834876,0.0000960468,0.00020221523],"domain_scores_gemma":[0.9996168,0.000049866405,0.000024889136,0.0001623144,0.00004781643,0.00009832675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006653045,0.00011747748,0.00019155607,0.00006545483,0.00016064751,0.000014019333,0.00015259553,0.000114647555,0.00019586056],"category_scores_gemma":[0.000002725318,0.000114865274,0.0004643859,0.0003762588,0.000023979735,0.000069736736,0.0000018332771,0.00015785682,6.272231e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019494107,0.000004071366,9.80933e-7,0.00004883785,0.00019738833,5.9147098e-8,0.00009771781,0.95218116,0.046159394,0.00068032736,0.000025025136,0.000603068],"study_design_scores_gemma":[0.0002546382,0.00001305617,0.0000807445,0.000055250217,0.00018888417,0.0000031993943,0.000028784605,0.9444655,0.05418258,0.00015072426,0.0004455241,0.00013110726],"about_ca_topic_score_codex":0.0015371619,"about_ca_topic_score_gemma":0.003968476,"teacher_disagreement_score":0.73583895,"about_ca_system_score_codex":0.00017323137,"about_ca_system_score_gemma":0.000035788256,"threshold_uncertainty_score":0.468407},"labels":[],"label_agreement":null},{"id":"W2806524686","doi":"10.1139/tcsme-2017-0102","title":"Consideration of interlaminar strain–energy continuity in composite plate analysis using improved higher order theory","year":2018,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Pukyong National University","keywords":"Lagrange multiplier; Flexural strength; Lamination; Strain energy; Composite number; Calculus of variations; Transverse plane; Plate theory; Stress (linguistics); Free energy principle; Structural engineering; Energy functional; Composite laminates; Materials science; Mathematics; Mathematical analysis; Composite material; Mathematical optimization; Engineering; Finite element method; Boundary value problem","score_opus":0.006265433305985335,"score_gpt":0.20026523687849881,"score_spread":0.19399980357251348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2806524686","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.050278746,0.000040860174,0.9491867,0.000027635497,0.00019484309,0.00011580272,0.00010543808,0.000024823878,0.000025196407],"genre_scores_gemma":[0.9781164,0.0000044383805,0.021773735,0.00002373173,0.000025788648,0.0000058859155,0.000013793458,0.000019492278,0.000016757644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992869,0.000016250624,0.00031803647,0.00011968217,0.00007608051,0.00018307277],"domain_scores_gemma":[0.9995102,0.00006497289,0.000050445713,0.000185746,0.00012303909,0.00006554889],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001797281,0.00012257206,0.0002726619,0.0001534308,0.00008361537,0.000016035789,0.00012405172,0.00012182186,0.000056583303],"category_scores_gemma":[0.0000082265715,0.000115858136,0.000426296,0.0008070242,0.000045250497,0.00007383663,0.0000041858148,0.00011148339,4.4441467e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000071282357,0.0000060696834,0.000011300121,0.000033812565,0.0007699356,7.1879306e-8,0.0002881209,0.9130915,0.08217078,0.0029009015,0.0000025844972,0.00071782945],"study_design_scores_gemma":[0.00022670087,0.000018250435,0.00023247565,0.000023378561,0.0005275051,7.058932e-7,0.000043633212,0.97193897,0.026523234,0.0003083929,0.00004485581,0.00011189893],"about_ca_topic_score_codex":0.004353275,"about_ca_topic_score_gemma":0.06734084,"teacher_disagreement_score":0.9278376,"about_ca_system_score_codex":0.00021922785,"about_ca_system_score_gemma":0.000047306006,"threshold_uncertainty_score":0.94967777},"labels":[],"label_agreement":null},{"id":"W2808796360","doi":"10.1177/1464420718780902","title":"Vibration analysis of non-uniform porous beams with functionally graded porosity distribution","year":2018,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part L Journal of Materials Design and Applications","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Porosity; Beam (structure); Materials science; Vibration; Timoshenko beam theory; Rotary inertia; Piecewise; Normal mode; Finite element method; Material properties; Composite material; Mechanics; Mathematics; Structural engineering; Mathematical analysis; Acoustics; Physics; Engineering","score_opus":0.00697765782629577,"score_gpt":0.1962513503680491,"score_spread":0.18927369254175333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808796360","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3317207,0.000018271365,0.6679499,0.000030686544,0.000063082945,0.00015471593,0.000028111945,0.000008982849,0.000025522093],"genre_scores_gemma":[0.98933417,0.00006934445,0.010474169,0.00000563341,0.00007979449,0.0000080222235,0.000020511594,0.000006002675,0.0000023313198],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990307,0.0000066847183,0.0005722724,0.000081914506,0.00023324905,0.00007518825],"domain_scores_gemma":[0.99878174,0.000022258677,0.00047914506,0.00007425526,0.00059961434,0.00004301489],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034183834,0.000103475955,0.00033421133,0.00014592047,0.00006859344,0.000018807626,0.00014231824,0.00006801055,0.000012707622],"category_scores_gemma":[0.000022381919,0.0000724647,0.000086314605,0.0006547805,0.00009544135,0.000188373,0.000018022738,0.00006093487,1.3587868e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012544313,0.000050014358,0.000027895718,0.000081753045,0.0005581617,4.5940507e-8,0.000065183405,0.24284424,0.7409488,0.014969437,0.00006968634,0.00025935614],"study_design_scores_gemma":[0.00035565015,0.00021332341,0.0013204549,0.00008603226,0.0013610695,0.000013323985,0.000045065004,0.055191547,0.94066215,0.00052002043,0.00012919171,0.00010218336],"about_ca_topic_score_codex":0.0000038313688,"about_ca_topic_score_gemma":9.765282e-7,"teacher_disagreement_score":0.65761346,"about_ca_system_score_codex":0.000038254348,"about_ca_system_score_gemma":0.00002682601,"threshold_uncertainty_score":0.29550248},"labels":[],"label_agreement":null},{"id":"W2810004560","doi":"10.1155/2018/4627865","title":"Reference Value Selection in a Perturbation Theory Applied to Nonuniform Beams","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Air Force Office of Scientific Research; Natural Sciences and Engineering Research Council of Canada","keywords":"Piecewise; Stiffness; Vibration; Bending stiffness; Mathematical analysis; Natural frequency; Normal mode; Timoshenko beam theory; Beam (structure); Expression (computer science); Mathematics; Perturbation (astronomy); Perturbation theory (quantum mechanics); Physics; Computer science; Acoustics; Optics","score_opus":0.004300782217166799,"score_gpt":0.20092900237523123,"score_spread":0.19662822015806444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2810004560","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44256634,0.000026148164,0.5357056,0.000047836176,0.00007234607,0.00019109127,0.0000013465577,0.00010073871,0.021288497],"genre_scores_gemma":[0.9966718,0.000014635019,0.002991798,0.00008082273,0.000112290894,0.000010357655,0.000031114017,0.000007829462,0.00007935902],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99962455,0.000011373809,0.00011416596,0.00011060655,0.000060112372,0.00007920834],"domain_scores_gemma":[0.999871,0.000011455887,0.000013515218,0.00004857755,0.000028910175,0.000026541054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007978469,0.000068812995,0.000069683825,0.00012355763,0.000063822714,0.000039753,0.000026271578,0.000049801365,0.000038941627],"category_scores_gemma":[0.0000061115466,0.00006474218,0.000008806846,0.00027249721,0.000007186692,0.00013058425,0.000008261243,0.00004838718,0.000007969515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017806675,0.00003267584,0.0012568573,0.000055657856,0.000045341032,2.883539e-7,0.0065193474,0.5023559,0.18158472,0.17195445,0.00031478773,0.13570192],"study_design_scores_gemma":[0.0002642677,0.0001325236,0.03215359,0.000018707276,0.000022514316,0.0000018940533,0.00013483391,0.93257564,0.022655787,0.010941219,0.0008784325,0.000220568],"about_ca_topic_score_codex":0.000008948653,"about_ca_topic_score_gemma":0.00013634459,"teacher_disagreement_score":0.55410546,"about_ca_system_score_codex":0.000045756366,"about_ca_system_score_gemma":0.000005472664,"threshold_uncertainty_score":0.26401094},"labels":[],"label_agreement":null},{"id":"W2882384040","doi":"10.1155/2018/1071830","title":"A Dynamic Coefficient Matrix Method for the Free Vibration of Thin Rectangular Isotropic Plates","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Vibration; Isotropy; Boundary value problem; Structural engineering; MATLAB; Matrix (chemical analysis); Finite element method; Benchmark (surveying); Mathematical analysis; Beam (structure); Vibration of plates; Exact solutions in general relativity; Differential equation; Mathematics; Computer science; Materials science; Acoustics; Engineering; Physics","score_opus":0.004091654581660673,"score_gpt":0.2449837199016873,"score_spread":0.24089206532002663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2882384040","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04959168,0.000465571,0.9493248,0.00015198979,0.00014072373,0.00020194554,0.000011553424,0.00004122138,0.00007051876],"genre_scores_gemma":[0.9375601,0.00006701306,0.062181037,0.000026002275,0.000077517936,0.000010280915,0.000041598734,0.000010951683,0.000025488704],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995801,0.00001861941,0.00016207107,0.000095242984,0.00007312719,0.00007086991],"domain_scores_gemma":[0.99966604,0.00007338135,0.00004256138,0.00014179065,0.00006222921,0.000013983278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009984495,0.000073376475,0.000098032804,0.000056297573,0.00011953452,0.00003735525,0.000063412175,0.000046900852,0.00002364907],"category_scores_gemma":[0.000021000455,0.00005301715,0.00003824918,0.00014382557,0.000018303945,0.000094354815,0.000014772925,0.000033117118,5.443033e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004644889,0.000010113403,0.00007034105,0.00006683157,0.00009917911,8.09735e-8,0.0016375504,0.88203126,0.101200745,0.00450213,0.0005548599,0.009780447],"study_design_scores_gemma":[0.0001835088,0.00007482283,0.0007299569,0.000007859537,0.00006498464,9.840724e-7,0.00007107749,0.9822278,0.015508449,0.00074186735,0.00032940134,0.000059267513],"about_ca_topic_score_codex":0.000012231028,"about_ca_topic_score_gemma":0.00014242713,"teacher_disagreement_score":0.8879684,"about_ca_system_score_codex":0.000016700029,"about_ca_system_score_gemma":0.000006099526,"threshold_uncertainty_score":0.21619765},"labels":[],"label_agreement":null},{"id":"W2883380640","doi":"10.1177/1099636218789604","title":"Buckling of sandwich panels with transversely flexible core: Correction of the equivalent single-layer model using thick-faces effect","year":2018,"lang":"en","type":"article","venue":"Journal of Sandwich Structures & Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Tekes","keywords":"Buckling; Truss; Finite element method; Curvature; Structural engineering; Materials science; Stiffness; Isotropy; Core (optical fiber); Transverse isotropy; Sandwich panel; Material properties; Sandwich-structured composite; Geometry; Composite material; Mathematics; Physics; Engineering; Optics","score_opus":0.023637628753659073,"score_gpt":0.2545037900644659,"score_spread":0.2308661613108068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2883380640","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97478205,0.00023093192,0.02320532,0.000008529496,0.0014545572,0.0001692311,0.000022212558,0.000024674024,0.0001024973],"genre_scores_gemma":[0.9954471,0.000046533816,0.0041159694,0.000010356657,0.00033367367,6.8985435e-7,0.0000028718543,0.000034454915,0.000008338338],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983007,0.0000911639,0.00080547755,0.00013464145,0.00046167654,0.00020634172],"domain_scores_gemma":[0.998617,0.00006494982,0.0006732144,0.00022201051,0.0003703545,0.000052473475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035640245,0.00025415746,0.00068636105,0.00018875064,0.000106260995,0.00006414503,0.00024972134,0.00013204651,0.000112616886],"category_scores_gemma":[0.000029098577,0.00014929776,0.00017057132,0.00030483914,0.000111618276,0.00020417543,0.000028356957,0.00015507982,1.649038e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026579818,0.000006588165,0.00021849558,0.000120033175,0.00018283594,6.8881315e-7,0.00047141215,0.40370178,0.59458375,0.0000061757637,0.000031111875,0.00041132944],"study_design_scores_gemma":[0.00071078184,0.00033302035,0.0019013124,0.00036572304,0.00055665226,0.00008248322,0.000053327974,0.05450367,0.94113237,0.0001980503,0.000009586181,0.00015305167],"about_ca_topic_score_codex":0.000029053157,"about_ca_topic_score_gemma":0.000012941154,"teacher_disagreement_score":0.3491981,"about_ca_system_score_codex":0.000076449774,"about_ca_system_score_gemma":0.00005044573,"threshold_uncertainty_score":0.6088186},"labels":[],"label_agreement":null},{"id":"W2888592299","doi":"10.1177/1077546318794540","title":"Structural stability enhancement by nonlinear geometry design and piezoelectric layers","year":2018,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Research Manitoba","keywords":"Piezoelectricity; Boundary value problem; Tapering; Buckling; Beam (structure); Nonlinear system; Flutter; Cantilever; Materials science; Vibration; Structural engineering; Voltage; Mechanics; Mathematical analysis; Acoustics; Mathematics; Engineering; Physics; Aerodynamics; Computer science; Composite material","score_opus":0.004866299839465926,"score_gpt":0.19923507030039353,"score_spread":0.1943687704609276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2888592299","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37351727,0.00070379523,0.62556016,0.0000781899,0.00006137374,0.0000485689,0.0000013419999,0.0000056256335,0.000023652481],"genre_scores_gemma":[0.9946984,0.00015424911,0.004915184,0.00009309549,0.0001283166,5.0247525e-7,0.0000017962968,0.0000046082437,0.0000038284043],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952,0.000030372668,0.00022199978,0.000055779296,0.000100388475,0.00007144204],"domain_scores_gemma":[0.999693,0.000032795982,0.00007849395,0.000040906685,0.00010302555,0.000051784198],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014145242,0.000068118934,0.00013789836,0.0000763965,0.000053753676,0.000058741876,0.000029326487,0.0000303204,0.00008018871],"category_scores_gemma":[0.000011289363,0.000053522508,0.000024921055,0.00010892109,0.000020041904,0.00016900935,0.0000031794282,0.00006751384,3.195242e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042545376,0.000032233864,0.0032977965,0.000045008535,0.0004930108,0.0000023392313,0.0007390325,0.021921631,0.77037215,0.00007251196,0.0013413923,0.20125744],"study_design_scores_gemma":[0.00077229564,0.0003329143,0.0008866072,0.0000046526065,0.00006118887,0.000009920578,0.000020560095,0.9743274,0.023181045,0.00005974506,0.0002718995,0.00007176683],"about_ca_topic_score_codex":0.0000012305059,"about_ca_topic_score_gemma":0.0000018120423,"teacher_disagreement_score":0.95240575,"about_ca_system_score_codex":0.000022989238,"about_ca_system_score_gemma":0.000009701058,"threshold_uncertainty_score":0.21825846},"labels":[],"label_agreement":null},{"id":"W2890096973","doi":"10.1016/j.apm.2018.08.033","title":"New exact series solutions for transverse vibration of rotationally-restrained orthotropic plates","year":2018,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Orthotropic material; Fourier series; Finite strip method; Series (stratigraphy); Superposition principle; Mathematical analysis; Vibration; Mathematics; Fourier transform; Integral transform; Boundary value problem; Finite element method; Structural engineering; Physics; Acoustics; Engineering","score_opus":0.016515776347922295,"score_gpt":0.21120545146739644,"score_spread":0.19468967511947416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2890096973","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011103649,0.000017006249,0.98634636,0.000037722693,0.000027874044,0.00024262704,0.000007122618,0.0000865522,0.002131089],"genre_scores_gemma":[0.6566493,0.000007043515,0.34317327,0.0000048184734,0.00007995684,0.000015832566,0.00003169566,0.000014909473,0.000023150782],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993388,0.0000032071723,0.00028995826,0.000109214816,0.00010611184,0.00015271358],"domain_scores_gemma":[0.9996777,0.000071072645,0.000037780563,0.00011056836,0.00005738655,0.000045455843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057196503,0.00010653501,0.00017909447,0.000061728846,0.00008472339,0.000021525686,0.000061314684,0.00005721676,0.00014011544],"category_scores_gemma":[0.000005137997,0.00010069854,0.00006780709,0.00012385995,0.000028960267,0.00012662659,0.0000059471545,0.00004060928,0.0000061566816],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014708398,0.000006919214,2.537958e-7,0.000066761,0.00003958007,3.7508876e-8,0.00042220193,0.7423689,0.012919015,0.24346736,0.000029829449,0.00066447357],"study_design_scores_gemma":[0.00018366962,0.00002219225,0.0000029631915,0.000016545959,0.00006534693,6.9006796e-7,0.000035754692,0.8402432,0.00893591,0.1503615,0.000044973138,0.000087259126],"about_ca_topic_score_codex":0.0000017977884,"about_ca_topic_score_gemma":0.000007345248,"teacher_disagreement_score":0.64554566,"about_ca_system_score_codex":0.000015326295,"about_ca_system_score_gemma":0.000016502565,"threshold_uncertainty_score":0.41063672},"labels":[],"label_agreement":null},{"id":"W2896537202","doi":"10.1142/s021945541950024x","title":"New Higher-Order Models for Sandwich Plates with a Flexible Core and their Accuracy Assessment","year":2018,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Government of Jiangsu Province; National Natural Science Foundation of China; National Science Foundation","keywords":"Sandwich-structured composite; Core (optical fiber); Structural engineering; Stiffness; Bending; Vibration; Materials science; Sandwich panel; Bending stiffness; Composite material; Engineering; Physics; Acoustics","score_opus":0.013580747778437702,"score_gpt":0.2660482753938193,"score_spread":0.2524675276153816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896537202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63849056,0.00015321877,0.36065564,0.00021844842,0.00024171408,0.000065801876,0.00003769403,0.000012718984,0.00012420175],"genre_scores_gemma":[0.9644156,0.00006266495,0.03523397,0.000026119857,0.00021793034,7.171017e-7,0.000023872677,0.000009213613,0.000009917211],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994065,0.0000068697063,0.0002507729,0.0001004202,0.00014458949,0.00009084147],"domain_scores_gemma":[0.9991576,0.00011757338,0.000106486514,0.000058444515,0.00049113156,0.00006877615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007520238,0.0001214267,0.00017527674,0.000066157445,0.00006062374,0.000111753725,0.0001159766,0.000042772488,0.000050224848],"category_scores_gemma":[0.000012481085,0.00007962957,0.00004080252,0.000068556066,0.00005753246,0.00035973158,0.000027595555,0.00010268537,2.986616e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002246842,0.000047114387,0.10974807,0.00021239267,0.0031503886,0.000008662378,0.004674752,0.5044704,0.0067732395,0.09099332,0.00024754944,0.27742723],"study_design_scores_gemma":[0.000711946,0.0001546098,0.021495225,0.000025590482,0.00003838296,0.000058215515,0.00011462491,0.9478388,0.0003235485,0.029016092,0.000110596724,0.00011240043],"about_ca_topic_score_codex":0.000030466925,"about_ca_topic_score_gemma":0.00015372365,"teacher_disagreement_score":0.44336835,"about_ca_system_score_codex":0.00010094966,"about_ca_system_score_gemma":0.0000369295,"threshold_uncertainty_score":0.32472},"labels":[],"label_agreement":null},{"id":"W2898040658","doi":"10.1016/b978-0-08-010342-6.50005-0","title":"The rectangular plate under transverse loading. Navier's method","year":2013,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Transverse plane; Materials science; Mechanics; Structural engineering; Physics; Engineering","score_opus":0.006786425797390967,"score_gpt":0.2123017839640309,"score_spread":0.20551535816663993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898040658","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00000815053,0.0038016,0.0055888765,0.00004301099,0.0005234664,0.00035690295,0.000013605715,0.0001803285,0.9894841],"genre_scores_gemma":[0.00043318365,0.00090722664,0.005725636,0.00009645588,0.00032001652,0.000024091743,0.000038959184,0.00017536948,0.99227905],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986932,0.000029066994,0.00043170198,0.0003023226,0.00025480677,0.00028886186],"domain_scores_gemma":[0.99906904,0.00009695338,0.00010061671,0.00055702444,0.00007588688,0.00010045777],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018570808,0.00044766735,0.00046858727,0.00011443377,0.00020465425,0.00014253987,0.00029533086,0.0003280398,0.00071159523],"category_scores_gemma":[0.0000028486636,0.0003337766,0.00038062502,0.000024586345,0.00005141877,0.000047733665,0.000031853182,0.0005233213,0.00018715065],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000039059023,6.5526893e-7,7.700906e-8,0.00003229296,0.0005077867,0.0000061793485,0.00015192488,0.009886074,0.00018570613,0.0048690573,0.00048715514,0.9838692],"study_design_scores_gemma":[0.00012980781,0.000012863763,0.0000017450482,0.00010554218,0.00039001965,0.0000128091915,0.000008164606,0.013242547,0.00019075735,0.0092997225,0.9761778,0.00042818158],"about_ca_topic_score_codex":0.0000010559536,"about_ca_topic_score_gemma":0.000038582097,"teacher_disagreement_score":0.983441,"about_ca_system_score_codex":0.00013105055,"about_ca_system_score_gemma":0.000019951012,"threshold_uncertainty_score":0.9999114},"labels":[],"label_agreement":null},{"id":"W2898202383","doi":"10.1017/9781316422892","title":"Nonlinear Mechanics of Shells and Plates in Composite, Soft and Biological Materials","year":2018,"lang":"en","type":"book","venue":"Cambridge University Press eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":226,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Hyperelastic material; Vibration; Buckling; Structural engineering; Viscoelasticity; Shell (structure); Engineering; Mechanical engineering; Materials science; Computer science; Mechanics; Physics; Finite element method; Composite material; Acoustics","score_opus":0.008482666196354795,"score_gpt":0.17192351727992936,"score_spread":0.16344085108357456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898202383","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3374204,0.0014985434,0.0081075765,0.000005157372,0.00044078607,0.0009249841,0.0015430504,0.00027258517,0.64978695],"genre_scores_gemma":[0.26734963,0.006334754,0.011980582,0.00007591403,0.000708024,0.0000022352374,0.0020235972,0.00024814412,0.7112771],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99940026,0.00002850364,0.00017590912,0.00021134176,0.00006555819,0.0001184376],"domain_scores_gemma":[0.9996403,0.00004714101,0.00007326858,0.00014123323,0.000049000497,0.000049040944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005858877,0.00019576827,0.0004198709,0.00015985378,0.000032933018,0.000023049392,0.00011780099,0.00027291614,0.000003725714],"category_scores_gemma":[0.000002894246,0.00020399371,0.000037855774,0.0000149588805,0.00008291771,0.000036521324,0.00015189536,0.00012037715,3.5160963e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023342879,0.00022394382,0.00070119376,0.00969566,0.0054977336,0.001083696,0.002768336,0.019394817,0.48813185,0.37586865,0.081463866,0.012835959],"study_design_scores_gemma":[0.006254413,0.0008910258,0.0014642784,0.0024313163,0.002173736,0.00012801783,0.00017698666,0.30295622,0.1722806,0.00019113452,0.50662124,0.0044310535],"about_ca_topic_score_codex":0.00002646531,"about_ca_topic_score_gemma":0.0000030653848,"teacher_disagreement_score":0.42515737,"about_ca_system_score_codex":0.00005122232,"about_ca_system_score_gemma":0.0000135741975,"threshold_uncertainty_score":0.8318622},"labels":[],"label_agreement":null},{"id":"W2901776232","doi":"10.25071/10315/35257","title":"Buckling And Post Buckling Behavior For Unsymmetrical Laminates Part I: Curing Cycle","year":2018,"lang":"en","type":"article","venue":"Progress in Canadian Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Buckling; Materials science; Structural engineering; Curing (chemistry); Composite material; Engineering","score_opus":0.004507410086888321,"score_gpt":0.21696339628830025,"score_spread":0.21245598620141193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901776232","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9631766,0.0024734095,0.032300353,0.00016346844,0.0008562463,0.00057677476,0.000041534517,0.00032227597,0.00008933628],"genre_scores_gemma":[0.9853889,0.00003564637,0.014094557,0.00002900892,0.00028427516,0.00008625111,0.000022241355,0.000055639233,0.00000352853],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986628,0.000007105924,0.00029249972,0.00026452699,0.00010760586,0.0006654051],"domain_scores_gemma":[0.9993243,0.000048464477,0.000020513311,0.000146715,0.00007378742,0.00038621537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022689831,0.00019535904,0.00023653943,0.00047570112,0.000089769674,0.0000966266,0.00013488403,0.00014069253,0.00002137883],"category_scores_gemma":[0.00010163606,0.00021862518,0.00005557419,0.00046357192,0.000022903056,0.000118051845,0.000029398936,0.00019115396,0.0000017956194],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004900217,0.0001148012,0.03101811,0.0011934937,0.00043384914,0.00020471119,0.0012700574,0.2981536,0.014094241,0.027067589,0.00012649827,0.62627405],"study_design_scores_gemma":[0.0002659241,0.000053483847,0.004654595,0.00009081975,0.000040398616,0.000010990862,0.000016629267,0.9889853,0.0038454672,0.00005778468,0.0016634617,0.00031514166],"about_ca_topic_score_codex":0.0019210761,"about_ca_topic_score_gemma":0.014900514,"teacher_disagreement_score":0.69083166,"about_ca_system_score_codex":0.0002460756,"about_ca_system_score_gemma":0.000030609222,"threshold_uncertainty_score":0.8915276},"labels":[],"label_agreement":null},{"id":"W2901896133","doi":"10.25071/10315/35267","title":"Gradient Elasticity Modelling For The Analysis Of Fiber Composites With Fiber Resistant To Flexure","year":2018,"lang":"en","type":"article","venue":"Progress in Canadian Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta","keywords":"Composite material; Materials science; Elasticity (physics); Fiber; Fiber-reinforced composite","score_opus":0.007064432761753072,"score_gpt":0.21062703610700417,"score_spread":0.20356260334525111,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901896133","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1546683,0.0007829338,0.84311837,0.0002603839,0.00015965436,0.00067619054,0.00010058311,0.000106890744,0.00012669711],"genre_scores_gemma":[0.9594656,0.000004559789,0.04034472,0.000020088504,0.00005564699,0.000052612257,0.000017405446,0.000029305273,0.000010026967],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990126,0.000007291065,0.00026467664,0.00019549912,0.00014356528,0.0003763818],"domain_scores_gemma":[0.9993126,0.00011004718,0.000025224512,0.00023495653,0.00010638853,0.00021078857],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015320814,0.00015834787,0.0002911952,0.00047795428,0.000063738116,0.000038598206,0.00018929032,0.00006380646,0.000066345376],"category_scores_gemma":[0.000014432904,0.00012156691,0.00009217499,0.0012735864,0.00002119904,0.000039962888,0.000016595664,0.000106853404,0.0000015099309],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023213832,0.000004003343,0.00012460427,0.000029370874,0.00041591935,0.0000015939193,0.000108412605,0.9962215,0.00012521692,0.00095103204,0.000015019085,0.001980149],"study_design_scores_gemma":[0.00010801272,0.00005782939,0.00091367145,0.000049844628,0.00041572875,5.9290534e-7,0.00000668879,0.9950687,0.0012079091,0.000015298063,0.0019961372,0.00015955367],"about_ca_topic_score_codex":0.0029444864,"about_ca_topic_score_gemma":0.08354041,"teacher_disagreement_score":0.80479735,"about_ca_system_score_codex":0.00018740937,"about_ca_system_score_gemma":0.000026450944,"threshold_uncertainty_score":0.9331826},"labels":[],"label_agreement":null},{"id":"W2901943806","doi":"10.25071/10315/35393","title":"Natural Frequencies Of Internally-Doubly-Tapered Laminated Composite Beams","year":2018,"lang":"en","type":"article","venue":"Progress in Canadian Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Composite number; Natural (archaeology); Natural frequency; Materials science; Structural engineering; Acoustics; Composite material; Physics; Engineering; Geology; Vibration","score_opus":0.003982275754338591,"score_gpt":0.2026518394064595,"score_spread":0.1986695636521209,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901943806","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9800633,0.0026686906,0.014306974,0.00014789512,0.0013432585,0.00030373712,0.000029032743,0.00031998113,0.0008171031],"genre_scores_gemma":[0.9917539,0.000013854828,0.008037987,0.000022729551,0.000094316834,0.000010138809,0.000023169408,0.00003452667,0.00000939688],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989249,0.00001049828,0.00033016532,0.00017285917,0.00014511935,0.00041644863],"domain_scores_gemma":[0.9994731,0.000022189966,0.00002943546,0.00018800164,0.00008729092,0.00019999345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011307405,0.00017896936,0.00026328466,0.00038737652,0.000027347898,0.000036579862,0.00025634933,0.00010308957,0.000069455105],"category_scores_gemma":[0.00002303511,0.0001871522,0.0000669552,0.00050837814,0.0000384046,0.00010473327,0.000028171307,0.00022579328,0.000004155704],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008353544,0.00008117812,0.017520297,0.000870787,0.0010009512,0.00028496396,0.0022598596,0.65609425,0.18313286,0.022781009,0.00032796038,0.11556233],"study_design_scores_gemma":[0.00022437148,0.000036006553,0.0036009408,0.00013206707,0.000020120115,0.000010143582,0.000008896057,0.9658773,0.028916713,0.000055784898,0.00087861787,0.00023902819],"about_ca_topic_score_codex":0.004767802,"about_ca_topic_score_gemma":0.041642733,"teacher_disagreement_score":0.30978304,"about_ca_system_score_codex":0.00028139164,"about_ca_system_score_gemma":0.000033815235,"threshold_uncertainty_score":0.9758448},"labels":[],"label_agreement":null},{"id":"W2902599197","doi":"10.1139/tcsme-2017-518","title":"DYNAMIC RESPONSE OF FUNCTIONALLY GRADED NANOCOMPOSITE BEAMS SUBJECTED TO A MOVING LOAD USING A MESH-FREE METHOD","year":2017,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Carbon nanotube; Beam (structure); Nanocomposite; Structural engineering; Composite material; Material properties; Reinforcement; Mechanics; Position (finance); Physics; Engineering","score_opus":0.008193511109295976,"score_gpt":0.22805597654675105,"score_spread":0.21986246543745508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902599197","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.112206824,0.000042671283,0.88671404,0.00020893326,0.0003171017,0.00031296597,0.00013898729,0.000050548028,0.000007959379],"genre_scores_gemma":[0.7934148,0.000003647219,0.20645837,0.000020972308,0.000014428209,0.000016483938,0.0000035312205,0.000036464353,0.000031297976],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990244,0.000017241791,0.00031490775,0.00017055254,0.00020933674,0.00026355588],"domain_scores_gemma":[0.9988318,0.00011180467,0.00007682568,0.0006515398,0.00015519893,0.00017280465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036248338,0.0001702609,0.00029016225,0.00010648682,0.00040375235,0.0000453654,0.0005284224,0.00013859218,0.000015517619],"category_scores_gemma":[0.000098195,0.00016708596,0.0006496924,0.00028880424,0.000021937925,0.00011590413,0.000018330114,0.00017400147,1.5934592e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026328597,0.000003616613,0.0000011645233,0.000049499453,0.00022181933,1.1822422e-7,0.00015863373,0.6626816,0.3363896,0.00014171493,0.000011070159,0.0003148224],"study_design_scores_gemma":[0.00037676326,0.000030078549,0.00042624123,0.00007724041,0.00025333246,0.0000058411965,0.000029233752,0.9345418,0.06385714,0.00009168451,0.00013913,0.00017152303],"about_ca_topic_score_codex":0.0057499963,"about_ca_topic_score_gemma":0.017642247,"teacher_disagreement_score":0.68120795,"about_ca_system_score_codex":0.0006770317,"about_ca_system_score_gemma":0.0001856318,"threshold_uncertainty_score":0.9844787},"labels":[],"label_agreement":null},{"id":"W2905170404","doi":"10.1007/s12206-018-1031-x","title":"Vibration analysis of non-uniform tapered beams with nonlinear FGM properties","year":2018,"lang":"en","type":"article","venue":"Journal of Mechanical Science and Technology","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba; Research Manitoba","keywords":"Vibration; Nonlinear system; Functionally graded material; Beam (structure); Normal mode; Adomian decomposition method; Structural engineering; Material properties; Stability (learning theory); Materials science; Mathematics; Acoustics; Engineering; Physics; Computer science; Composite material","score_opus":0.004749129906430861,"score_gpt":0.20454093322210243,"score_spread":0.19979180331567156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905170404","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87676895,0.000053772455,0.12269715,0.00026267278,0.00004461115,0.000034688357,6.7915755e-7,0.000016251059,0.0001212076],"genre_scores_gemma":[0.97633207,0.000053429605,0.023563866,0.000015295198,0.000029290602,3.980688e-7,3.239681e-7,0.000002987623,0.0000023629595],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993168,0.0000034144373,0.00024781312,0.000082480496,0.00024402143,0.00010544791],"domain_scores_gemma":[0.9992192,0.0000064941137,0.000113279464,0.00010609525,0.0005156796,0.00003928576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025652783,0.000059918584,0.00022706606,0.00074377423,0.00006852673,0.000022232543,0.00018430542,0.00006369787,0.000015319267],"category_scores_gemma":[0.00004209367,0.00003657573,0.000032548884,0.002732516,0.00025446928,0.00020040327,0.000030631185,0.00009483134,3.0010312e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003788584,0.000028888295,0.0003924158,0.000011215761,0.0003680394,0.0000029242212,0.00015023044,0.019598823,0.9470926,0.0010764834,0.000013669666,0.031226844],"study_design_scores_gemma":[0.0001399849,0.0004792687,0.0003688386,0.000018286857,0.0002826002,0.000019409037,0.00011238508,0.77014804,0.2281066,0.00017466939,0.00009235432,0.00005755712],"about_ca_topic_score_codex":0.0000041497574,"about_ca_topic_score_gemma":0.000048401973,"teacher_disagreement_score":0.7505492,"about_ca_system_score_codex":0.000028309223,"about_ca_system_score_gemma":0.000039675,"threshold_uncertainty_score":0.14915149},"labels":[],"label_agreement":null},{"id":"W2905770468","doi":"10.32920/ryerson.14645511","title":"Dynamic Finite Element Modelling And Free Vibration Analysis Of Two Dimensional Elements","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Vibration; MATLAB; Convergence (economics); Bending; Partial differential equation; Software; Vibration of plates; Beam (structure); Computer science; Element (criminal law); Structural engineering; Work (physics); Plate theory; Mathematical analysis; Mechanical engineering; Engineering; Mathematics; Physics; Acoustics","score_opus":0.006934678095036471,"score_gpt":0.22278729036300818,"score_spread":0.2158526122679717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905770468","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27726844,0.00041411648,0.7218424,0.000014384515,0.00008173206,0.00008515785,0.00004649783,0.00003792488,0.00020937838],"genre_scores_gemma":[0.8813016,0.00025150075,0.11625115,0.00001783856,0.000012131981,0.0000068714994,0.0021193486,0.000016218546,0.000023351779],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987882,0.000023519233,0.00052632025,0.00029170708,0.0002547045,0.00011560029],"domain_scores_gemma":[0.9992855,0.000033593496,0.00011524015,0.00040768646,0.00011764092,0.00004030134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009859216,0.00020044918,0.000451215,0.00045658613,0.00003247373,0.00007129131,0.00011148483,0.00008914322,0.00033291528],"category_scores_gemma":[0.000004195805,0.00020114929,0.0001984659,0.00041514516,0.000009512534,0.00006406984,0.0002724514,0.00015086427,2.0877107e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020279263,0.000009608408,0.00062128337,0.0000557517,0.0024626534,7.3409063e-7,0.00009938543,0.9955349,0.00070240535,0.00005972419,0.00000897047,0.00044254115],"study_design_scores_gemma":[0.00016018217,0.0000049881187,0.0006089904,0.000027328546,0.0021774042,1.2779631e-7,0.000015343136,0.99606305,0.00045918406,0.00030259002,0.000004169444,0.00017663176],"about_ca_topic_score_codex":0.00010875008,"about_ca_topic_score_gemma":0.00066645775,"teacher_disagreement_score":0.60559124,"about_ca_system_score_codex":0.000064133135,"about_ca_system_score_gemma":0.000015526248,"threshold_uncertainty_score":0.820263},"labels":[],"label_agreement":null},{"id":"W2906104782","doi":"10.3390/app9010022","title":"Free Transverse Vibration of Rectangular Orthotropic Plates with Two Opposite Edges Rotationally Restrained and Remaining Others Free","year":2018,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Orthotropic material; Vibration; Boundary value problem; Transverse plane; Eigenvalues and eigenvectors; Limiting; Structural engineering; Mathematical analysis; Mathematics; Engineering; Acoustics; Physics; Finite element method; Mechanical engineering","score_opus":0.006962028396794583,"score_gpt":0.20193143400944766,"score_spread":0.19496940561265308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2906104782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.924628,0.00007167021,0.06734286,0.000085566964,0.000033198347,0.00011507249,0.0000069254593,0.000057889527,0.0076587866],"genre_scores_gemma":[0.9546265,0.0000099487825,0.04527183,0.000020819043,0.000047995363,0.0000040240343,0.0000060021434,0.000007158812,0.00000574677],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999399,0.00000918296,0.0001413269,0.00016067576,0.00018475576,0.000105042425],"domain_scores_gemma":[0.99970967,0.00003834313,0.000045431087,0.00013950698,0.000037477155,0.000029604815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120822624,0.000086763175,0.000112639806,0.000104774306,0.00013766262,0.000047465583,0.0001545522,0.000024991989,0.000030317118],"category_scores_gemma":[0.000008092495,0.00006855553,0.000015550222,0.00037398742,0.00023993447,0.00016563904,0.000012170026,0.00003578562,3.8054077e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000104892875,0.000012139834,0.003407763,0.00004712243,0.00013784757,0.0000019920467,0.006267996,0.37809184,0.57130337,0.0323176,0.0001356927,0.0081717605],"study_design_scores_gemma":[0.003527408,0.0008554576,0.04723308,0.00018593113,0.00030066087,0.000019763505,0.002757249,0.62927276,0.29482386,0.019733405,0.0003101683,0.0009802581],"about_ca_topic_score_codex":0.000016207732,"about_ca_topic_score_gemma":0.00044584516,"teacher_disagreement_score":0.27647948,"about_ca_system_score_codex":0.000008855694,"about_ca_system_score_gemma":0.000017965438,"threshold_uncertainty_score":0.27956134},"labels":[],"label_agreement":null},{"id":"W2907860087","doi":"10.1016/j.ijsolstr.2018.12.030","title":"Hyperbolic heat conduction and thermoelastic solution of functionally graded CNT reinforced cylindrical panel subjected to heat pulse","year":2018,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermoelastic damping; Materials science; Thermal conduction; Heat equation; Thermal conductivity; Composite material; Mechanics; Thermal; Thermodynamics; Mathematics; Mathematical analysis; Physics","score_opus":0.011806433947107139,"score_gpt":0.23238684972016113,"score_spread":0.22058041577305398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2907860087","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9720386,0.00022430514,0.026520282,0.0002025029,0.00078586146,0.00005247747,0.000008101065,0.000013967507,0.00015389717],"genre_scores_gemma":[0.9979139,0.00013443113,0.0012001834,0.00007588007,0.0006408927,7.336531e-7,0.000010610637,0.000011005828,0.000012387928],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99907374,0.00001940503,0.00040363157,0.00010123677,0.00029869986,0.00010328382],"domain_scores_gemma":[0.9992775,0.00003515654,0.00006821943,0.00006153737,0.0004694089,0.00008820601],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007361344,0.00012435121,0.00021554466,0.0002763006,0.0000556617,0.000060633858,0.00010309946,0.000069816226,0.00007571239],"category_scores_gemma":[0.000040396266,0.00009862976,0.000065148946,0.000119176184,0.00007140484,0.00017140213,0.00002794346,0.00012293011,4.6238878e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057105214,0.000015778833,0.0021627806,0.00003117235,0.00074822834,0.000010671786,0.0013654404,0.13854213,0.84103745,0.0032238578,0.0003088939,0.011982573],"study_design_scores_gemma":[0.003420258,0.0013767525,0.57265085,0.00022504324,0.00044430798,0.0019929432,0.00035965172,0.3100683,0.10130867,0.0063744555,0.0010747297,0.00070404983],"about_ca_topic_score_codex":0.000037836737,"about_ca_topic_score_gemma":0.00001772813,"teacher_disagreement_score":0.73972875,"about_ca_system_score_codex":0.00004997303,"about_ca_system_score_gemma":0.000018536786,"threshold_uncertainty_score":0.4022005},"labels":[],"label_agreement":null},{"id":"W2908632235","doi":"10.1002/pc.25206","title":"Stress distributions in nanocomposite sandwich cylinders reinforced by aggregated carbon nanotube","year":2019,"lang":"en","type":"article","venue":"Polymer Composites","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Canadian Institute for Advanced Research","funders":"","keywords":"Materials science; Nanocomposite; Carbon nanotube; Composite material; Volume fraction; Deflection (physics); Finite element method; Rotational symmetry; Micromechanics; Cylinder; Representative elementary volume; Composite number; Structural engineering; Microstructure; Geometry","score_opus":0.0023873206935957642,"score_gpt":0.1795805254245985,"score_spread":0.17719320473100275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2908632235","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898703,0.0033116543,0.0015209005,0.00008811739,0.00025471562,0.00027363247,0.000089315654,0.00025944118,0.0043318938],"genre_scores_gemma":[0.99837387,0.00007250318,0.00015636272,0.000036883885,0.000034709767,0.00001407453,0.00091680454,0.000040402043,0.0003544088],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99864256,0.00003941442,0.00041248082,0.0002923113,0.00021739943,0.00039582135],"domain_scores_gemma":[0.9993735,0.000061638464,0.00006477729,0.0003552956,0.00004411849,0.00010066701],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000046953137,0.00029361332,0.0003644427,0.00022744019,0.00006885571,0.000093132476,0.00023651803,0.00013236259,0.0001246457],"category_scores_gemma":[0.0000030079286,0.00029809182,0.000113105845,0.00068199396,0.000031238153,0.00015591788,0.000049867842,0.0002185611,0.000023817453],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026765581,0.00002388875,0.028000902,0.00004264501,0.00013357586,0.0000039241863,0.00023138897,0.13240387,0.83817846,0.00024515248,0.00020563505,0.0005037782],"study_design_scores_gemma":[0.0006407032,0.000027201879,0.002180212,0.00007250599,0.000048137103,0.000004262946,0.000026775358,0.36615196,0.6303223,0.000008625651,0.00016850715,0.0003487949],"about_ca_topic_score_codex":0.00041757087,"about_ca_topic_score_gemma":0.00007154327,"teacher_disagreement_score":0.23374811,"about_ca_system_score_codex":0.00012759276,"about_ca_system_score_gemma":0.000013514387,"threshold_uncertainty_score":0.99994713},"labels":[],"label_agreement":null},{"id":"W2908718501","doi":"10.1121/1.5085778","title":"A generalized superposition method for accurate free vibration analysis of rectangular plates and assemblies","year":2019,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Superposition principle; Orthotropic material; Isotropy; Vibration; Fourier series; Trigonometric functions; Vibration of plates; Boundary value problem; Mathematical analysis; Mathematics; Convergence (economics); Bending; Fourier transform; Geometry; Materials science; Acoustics; Structural engineering; Physics; Finite element method; Optics; Composite material","score_opus":0.006148264001639383,"score_gpt":0.24389943121424745,"score_spread":0.23775116721260808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2908718501","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18534172,0.000309668,0.81371415,0.0004761397,0.000044291075,0.00008290506,0.000013893741,0.0000045913553,0.000012666158],"genre_scores_gemma":[0.74194324,0.00045950167,0.25743634,0.00010588681,0.00003572744,6.448065e-7,0.0000041751505,0.0000081018825,0.000006362892],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993041,0.000074440504,0.0003244442,0.00004758621,0.00017364555,0.0000757645],"domain_scores_gemma":[0.9990154,0.00040389955,0.00023745249,0.00017198498,0.00015016574,0.000021078255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032317708,0.00007742947,0.0003511919,0.00004592157,0.000048313854,0.000014105675,0.00018226556,0.000043476455,0.000024056935],"category_scores_gemma":[0.00005101786,0.00004281604,0.00038545748,0.00045949343,0.00005166185,0.0000829972,0.000034852957,0.00009168277,5.2968932e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043457232,0.000006556514,0.0000970457,0.000026014346,0.001273077,1.714365e-8,0.00040765613,0.7214023,0.2751998,0.000010473115,0.0004990496,0.0010345865],"study_design_scores_gemma":[0.00023220101,0.00007571952,0.002194214,0.00001472185,0.0029683337,0.0000030255337,0.00027527468,0.9841436,0.009598898,0.00040720214,0.000038038346,0.00004875552],"about_ca_topic_score_codex":0.000022232975,"about_ca_topic_score_gemma":0.0000015027168,"teacher_disagreement_score":0.5566015,"about_ca_system_score_codex":0.000022139042,"about_ca_system_score_gemma":0.000009385751,"threshold_uncertainty_score":0.17459874},"labels":[],"label_agreement":null},{"id":"W2909685905","doi":"10.1177/1461348418821773","title":"On dispersion relations in smart laminated fiber-reinforced composite membranes considering different piezoelectric coupling effects","year":2019,"lang":"en","type":"article","venue":"Journal of low frequency noise, vibration and active control","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"University of Manitoba","keywords":"Piezoelectricity; Materials science; Dispersion (optics); Coupling (piping); Composite material; Composite number; Shell (structure); Fiber; Stacking; Fiber-reinforced composite; Structural engineering; Physics; Engineering; Optics","score_opus":0.0022571498306966403,"score_gpt":0.17987988015048229,"score_spread":0.17762273031978565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2909685905","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9682389,0.0002574804,0.03030496,0.0001060669,0.00018692102,0.00027353058,0.000003560464,0.000024318748,0.0006042916],"genre_scores_gemma":[0.99957913,0.00009486221,0.00016226356,0.00005654498,0.000039503288,0.0000033592557,0.00001570793,0.0000160294,0.00003257002],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991039,0.000041911342,0.00041489385,0.000116555704,0.00018219346,0.0001405432],"domain_scores_gemma":[0.99920464,0.00033829935,0.00019028001,0.0000838333,0.00011731343,0.00006562706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000082578284,0.00017203888,0.0003616425,0.0004034098,0.00006686612,0.00006444573,0.000056924386,0.00008143101,0.000087618246],"category_scores_gemma":[0.000047610672,0.00014249228,0.000093849965,0.00024772188,0.000013574063,0.00041187307,0.000005194032,0.00027512267,0.0000051935453],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010541038,0.000019416893,0.0035623978,0.00007084031,0.000102393344,0.000008406136,0.00012487936,0.7546081,0.23904604,0.00023270102,0.000009383661,0.00211001],"study_design_scores_gemma":[0.0025535678,0.00018995414,0.02906216,0.00025041722,0.00007913391,0.000009949819,0.000016476884,0.94698256,0.020492999,0.00018658965,0.000007486311,0.00016868689],"about_ca_topic_score_codex":0.000006760527,"about_ca_topic_score_gemma":0.0000112964,"teacher_disagreement_score":0.21855304,"about_ca_system_score_codex":0.00015284265,"about_ca_system_score_gemma":0.00001774418,"threshold_uncertainty_score":0.58106667},"labels":[],"label_agreement":null},{"id":"W2911811364","doi":"10.1016/j.compositesb.2019.02.041","title":"Stability of parametric vibrations of an isolated symmetric cross-ply laminated plate","year":2019,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministarstvo Prosvete, Nauke i Tehnološkog Razvoja","keywords":"Plate theory; Equations of motion; Parametric statistics; Mathematical analysis; Vibration; Moment (physics); White noise; Materials science; Mechanics; Physics; Mathematics; Classical mechanics; Boundary value problem","score_opus":0.005494812957093474,"score_gpt":0.20563237723428995,"score_spread":0.20013756427719648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2911811364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95029944,0.00033488552,0.048340946,0.0000015907664,0.00022599226,0.00019348346,0.000029403027,0.00020112937,0.00037315118],"genre_scores_gemma":[0.99352485,0.000023078912,0.006247278,0.0000018533108,0.000022925733,0.000004542058,0.00013035716,0.000035269226,0.000009849175],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882793,0.00002010343,0.00055162504,0.00020622041,0.00018181802,0.00021229488],"domain_scores_gemma":[0.9990972,0.00014386934,0.0000933167,0.0004256308,0.00016426602,0.00007568307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012838055,0.00020044163,0.0004118766,0.0005524579,0.000027419104,0.00003896271,0.00019919808,0.00010156752,0.00012963699],"category_scores_gemma":[0.000031381125,0.00021233897,0.00011278404,0.0020037452,0.000020761381,0.00029495277,0.000035334968,0.00014827217,0.0000066265275],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000912507,0.000029291312,0.010704375,0.00014893703,0.00008315629,5.5616755e-7,0.000058893693,0.7926947,0.19588257,0.00016095735,0.0000026664381,0.00022479001],"study_design_scores_gemma":[0.00023873174,0.00008726883,0.020767955,0.00003200313,0.00004353022,0.0000023866223,0.0000047906155,0.8455451,0.13301925,0.0000057076227,0.000078896046,0.00017436236],"about_ca_topic_score_codex":0.0000135324935,"about_ca_topic_score_gemma":0.000002545326,"teacher_disagreement_score":0.06286332,"about_ca_system_score_codex":0.00004619103,"about_ca_system_score_gemma":0.000009706153,"threshold_uncertainty_score":0.8658932},"labels":[],"label_agreement":null},{"id":"W2912011215","doi":"10.1177/096369350401300107","title":"Structural Design with Angle Ply Laminates – Why and How","year":2004,"lang":"en","type":"article","venue":"Advanced Composites Letters","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Simple (philosophy); Structural engineering; Mechanical engineering; Composite material; Engineering","score_opus":0.0036232521852637644,"score_gpt":0.16608081686034915,"score_spread":0.16245756467508538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2912011215","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66531676,0.00038570023,0.33288658,0.00103409,0.00004694849,0.00011583894,0.000002188761,0.00016572271,0.000046169458],"genre_scores_gemma":[0.8888974,0.000025561438,0.11045221,0.00053355464,0.000032120097,0.0000065594777,0.00002039622,0.000027038423,0.0000051364104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994024,0.000013777938,0.00008222,0.00018997335,0.0001102318,0.00020140648],"domain_scores_gemma":[0.99970216,0.000035017063,0.000029390927,0.00015149912,0.000026125259,0.00005580836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000018888612,0.00018956447,0.0001725484,0.000085774795,0.000094295516,0.00010052574,0.00009114734,0.000028052595,0.0000044388776],"category_scores_gemma":[0.0000018864354,0.00015878979,0.000029537476,0.0001967695,0.0000478995,0.0003035895,0.000016108297,0.00009463534,9.813492e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013945011,0.0000015819312,0.00037295255,0.000012009055,0.000045581837,0.0000109034245,0.00011719265,0.745218,0.25271428,0.00007650519,0.000059359747,0.0013577183],"study_design_scores_gemma":[0.0058150883,0.0006726571,0.027245922,0.00026996608,0.0004279862,0.00031973177,0.00019490211,0.44365528,0.51549596,0.0012366812,0.0022894093,0.0023763962],"about_ca_topic_score_codex":0.0000069823795,"about_ca_topic_score_gemma":0.000017084885,"teacher_disagreement_score":0.30156267,"about_ca_system_score_codex":0.000055514396,"about_ca_system_score_gemma":0.0000027956676,"threshold_uncertainty_score":0.64752597},"labels":[],"label_agreement":null},{"id":"W2913061244","doi":"10.15282/jmes.12.4.2018.06.0352","title":"A new nine-node element for analysing plates with varying thickness using basic displacement functions","year":2018,"lang":"en","type":"article","venue":"JOURNAL OF MECHANICAL ENGINEERING AND SCIENCES","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Isotropy; Displacement field; Finite element method; Displacement (psychology); Node (physics); Element (criminal law); Mathematics; Beam (structure); Mathematical analysis; Vibration; Bernoulli's principle; Euler's formula; Geometry; Structural engineering; Engineering; Physics","score_opus":0.012189899053097425,"score_gpt":0.23491900766122298,"score_spread":0.22272910860812556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2913061244","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16389415,0.0001958975,0.8355695,0.000056701974,0.00020343055,0.000037660564,8.5100845e-7,0.000017250155,0.000024573596],"genre_scores_gemma":[0.8601193,0.000020221209,0.13956752,0.000011973374,0.00026231568,6.497042e-7,5.908377e-7,0.000008577903,0.000008862257],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99926084,0.000006168163,0.00025915145,0.00010493182,0.00020854337,0.00016034507],"domain_scores_gemma":[0.99964464,0.000058970498,0.000072853,0.000053105374,0.00007652027,0.0000939148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000346991,0.00010455169,0.00019004715,0.00018453119,0.00016006333,0.00010248914,0.0000907933,0.000029118579,0.000021492648],"category_scores_gemma":[0.000022870587,0.0000729533,0.000057082227,0.00035975626,0.000019656345,0.00018411572,0.000014156092,0.00008506994,1.2904876e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001463121,0.000003549223,0.00007519758,0.000015956795,0.000084155145,7.767778e-7,0.000077180935,0.9658966,0.032155443,0.00018513075,0.000029327892,0.0014620633],"study_design_scores_gemma":[0.00028561513,0.00022521534,0.000046535377,0.00010243886,0.00015532145,0.00004658178,0.00005540715,0.99394405,0.004772425,0.000055215685,0.00020846416,0.00010270324],"about_ca_topic_score_codex":0.000007568663,"about_ca_topic_score_gemma":0.000005371107,"teacher_disagreement_score":0.69622517,"about_ca_system_score_codex":0.000039501032,"about_ca_system_score_gemma":0.00002775619,"threshold_uncertainty_score":0.29749492},"labels":[],"label_agreement":null},{"id":"W2914417211","doi":"10.5539/jmr.v11n1p57","title":"Fundamental Frequency of Laminated Composite Thick Spherical Shells","year":2019,"lang":"en","type":"article","venue":"Journal of Mathematics Research","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Composite number; Natural frequency; Spherical shell; Mathematics; Shell (structure); Deformation (meteorology); Finite element method; Equations of motion; Mathematical analysis; Geometry; Structural engineering; Classical mechanics; Materials science; Composite material; Physics; Engineering; Acoustics","score_opus":0.02319006264253992,"score_gpt":0.30730664275136677,"score_spread":0.28411658010882684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2914417211","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9832865,0.00031903858,0.007667273,0.000041914212,0.000110945795,0.000104318984,0.0000027124945,0.000009942073,0.008457358],"genre_scores_gemma":[0.9666166,0.000101155725,0.033074766,0.0000030113392,0.000044692013,3.6980535e-7,0.0000018587396,0.00001754837,0.00014002081],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984735,0.000059405236,0.000521169,0.000057752823,0.00071683957,0.00017133018],"domain_scores_gemma":[0.99903613,0.00020154,0.00012385362,0.00017212874,0.0003994502,0.00006690347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076110545,0.00008249841,0.0003147139,0.00022321052,0.000026275533,0.000041267347,0.000253275,0.00006307427,0.0007865211],"category_scores_gemma":[0.000032151864,0.000064304026,0.0001178935,0.0003888265,0.000040613595,0.00010826196,0.00004073667,0.00040520975,0.00003515041],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025377898,0.00032009915,0.007065867,0.000994856,0.00051433675,0.000033415214,0.0024070255,0.10068897,0.8828708,0.0019095888,0.0013674407,0.0018022526],"study_design_scores_gemma":[0.0020864392,0.00097649824,0.009342497,0.001058506,0.0001820988,0.00029382066,0.0025581897,0.82469136,0.14593253,0.011518828,0.0008462311,0.00051300944],"about_ca_topic_score_codex":0.0000048005636,"about_ca_topic_score_gemma":0.0000019162326,"teacher_disagreement_score":0.73693824,"about_ca_system_score_codex":0.00009796913,"about_ca_system_score_gemma":0.000028165729,"threshold_uncertainty_score":0.86118543},"labels":[],"label_agreement":null},{"id":"W2917104481","doi":"10.1155/2019/6363409","title":"On the Application of Modified Finite Sine Transform to Structural Mechanics","year":2019,"lang":"en","type":"article","venue":"Mathematical Problems in Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Cantilever; Sine; Boundary value problem; Mathematical analysis; Vibration; Computation; Mathematics; Natural frequency; Inverse; Structural mechanics; Finite element method; Structural engineering; Geometry; Algorithm; Physics; Engineering; Acoustics","score_opus":0.005021412837534349,"score_gpt":0.18865336904598287,"score_spread":0.18363195620844852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2917104481","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08248341,0.000018191386,0.91607577,0.00006262547,0.000042580614,0.00043790648,0.000002524889,0.00006567907,0.00081132504],"genre_scores_gemma":[0.9970233,0.000002908283,0.0028811551,0.000013965692,0.000010357767,0.000033371725,0.000004774161,0.000022808754,0.000007401577],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999322,0.00000459249,0.0002856493,0.00010485065,0.00014198016,0.0001409557],"domain_scores_gemma":[0.99956787,0.00014603695,0.000018326908,0.00022037962,0.000017829168,0.000029550085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012452836,0.00012168387,0.00019642478,0.00011210024,0.000010163161,0.000013225004,0.00013687173,0.000048659473,0.000048396254],"category_scores_gemma":[0.000026873597,0.000087936365,0.00004771962,0.00032765866,0.0000030217864,0.000040597166,0.000013414471,0.0001286451,0.000014759615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016601608,0.0000044501053,0.0000028595352,0.00019945862,0.0000121981975,6.2816724e-8,0.00023317114,0.901365,0.0072533516,0.09027857,0.0000026271364,0.000646593],"study_design_scores_gemma":[0.00010071559,0.000020717247,0.000018407358,0.000080172314,0.000007719194,5.806502e-7,0.0000071199574,0.97361684,0.0021654032,0.023862379,0.000022095886,0.00009787927],"about_ca_topic_score_codex":0.0000021290557,"about_ca_topic_score_gemma":0.0000029317898,"teacher_disagreement_score":0.9145399,"about_ca_system_score_codex":0.00004321303,"about_ca_system_score_gemma":0.0000019819452,"threshold_uncertainty_score":0.3585941},"labels":[],"label_agreement":null},{"id":"W2923779077","doi":"10.1007/s40997-019-00291-2","title":"Inverse Dynamic Analysis of an Inclined FGM Beam Due to Moving Load for Estimating the Mass of Moving Load Based on a CGM","year":2019,"lang":"en","type":"article","venue":"Iranian Journal of Science and Technology Transactions of Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Discretization; Finite element method; Beam (structure); Inverse problem; Inverse; Moving load; Timoshenko beam theory; Boundary value problem; Mathematics; Time domain; Mathematical analysis; Boundary (topology); Applied mathematics; Mathematical optimization; Computer science; Structural engineering; Geometry; Engineering","score_opus":0.003585452383212713,"score_gpt":0.2118389382077322,"score_spread":0.2082534858245195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2923779077","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45131287,0.000018191453,0.54842573,0.00007736748,0.00007161411,0.00007043674,0.0000052978917,0.000015363366,0.0000030966853],"genre_scores_gemma":[0.8631268,0.0000045463103,0.1368426,0.000007753614,0.0000055872356,0.0000021835624,3.818953e-7,0.000009425757,7.2001194e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987669,0.000007310176,0.0005369884,0.00015050994,0.00037086508,0.00016745111],"domain_scores_gemma":[0.9989421,0.00012084864,0.00017145653,0.0002444263,0.00045336052,0.00006782718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008468311,0.00012049716,0.00044148808,0.0013286981,0.0000751955,0.000014416202,0.00037144835,0.00009318126,0.000009556692],"category_scores_gemma":[0.00017543719,0.00009851213,0.00013883815,0.0026446679,0.00009592871,0.00020223443,0.000009839212,0.00021750457,1.0053854e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014007869,0.000010708403,0.00001374018,0.000037762045,0.00009333847,6.185329e-7,0.000074782794,0.66785514,0.3268116,0.000045108583,6.444071e-8,0.005043088],"study_design_scores_gemma":[0.0003035093,0.00029537475,0.00012098495,0.00011490665,0.00034823414,0.0000074694885,0.00016813628,0.93006754,0.068414725,0.000075981465,0.0000017030987,0.00008145565],"about_ca_topic_score_codex":0.000008201014,"about_ca_topic_score_gemma":0.000021785547,"teacher_disagreement_score":0.4118139,"about_ca_system_score_codex":0.000112433496,"about_ca_system_score_gemma":0.000089587724,"threshold_uncertainty_score":0.4017208},"labels":[],"label_agreement":null},{"id":"W2925795660","doi":"10.1007/s11071-019-04880-3","title":"Multi-resonance analysis of a viscoelastically supported orthotropic plate with an inclined crack","year":2019,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Orthotropic material; Vibration; Resonance (particle physics); Plate theory; Galerkin method; Ordinary differential equation; Nonlinear system; Bending of plates; Structural engineering; Natural frequency; Mechanics; Materials science; Physics; Differential equation; Mathematical analysis; Mathematics; Bending; Acoustics; Engineering; Finite element method","score_opus":0.0038319132509116696,"score_gpt":0.21684428244679926,"score_spread":0.2130123691958876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2925795660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72956395,0.000020136024,0.27004653,0.000006132846,0.000037878017,0.00008571038,0.000073193805,0.0000684803,0.000097982665],"genre_scores_gemma":[0.87122756,0.000022173932,0.12774763,0.000014975182,0.00001980128,0.0000015375704,0.0008522643,0.000029416278,0.00008462007],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909025,0.000016958373,0.0003239397,0.00021511184,0.00018259864,0.00017116487],"domain_scores_gemma":[0.9993238,0.000030401976,0.00007577596,0.000361819,0.00014079681,0.00006739983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005050555,0.00016320692,0.00040279303,0.00027031766,0.000022641449,0.000022925375,0.0001412139,0.00008535717,0.00014174628],"category_scores_gemma":[0.000007742745,0.00013772323,0.00010557418,0.0010320258,0.000025597257,0.00011332753,0.000021874257,0.00013080784,0.0000064753604],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044236767,0.00004590991,0.06707718,0.000023375645,0.00054030516,0.0000037044138,0.00006743565,0.92965484,0.001081355,0.00007849477,5.320468e-7,0.0013826094],"study_design_scores_gemma":[0.0003920809,0.00009560268,0.09143135,0.000011053029,0.00064440916,0.0000010381682,0.000015727364,0.90714234,0.00007114248,0.0000031304583,0.00003900218,0.00015315016],"about_ca_topic_score_codex":0.000034514,"about_ca_topic_score_gemma":0.002599213,"teacher_disagreement_score":0.14229892,"about_ca_system_score_codex":0.00005000372,"about_ca_system_score_gemma":0.000022870032,"threshold_uncertainty_score":0.561619},"labels":[],"label_agreement":null},{"id":"W2927648433","doi":"10.1088/1742-6596/1172/1/012110","title":"Bending analysis of sandwich plate by using WRBF","year":2019,"lang":"en","type":"article","venue":"Journal of Physics Conference Series","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Discretization; Bending; Meshfree methods; MATLAB; Computer science; Convergence (economics); Bending of plates; Radial basis function; Structural engineering; Work (physics); Energy method; Finite element method; Mathematics; Mathematical analysis; Mechanical engineering; Engineering; Artificial intelligence; Artificial neural network","score_opus":0.00860822714760458,"score_gpt":0.2170738132583609,"score_spread":0.2084655861107563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2927648433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8702316,0.00013361828,0.12891245,0.000008342285,0.00013807844,0.000023255045,0.000012867724,0.000007916233,0.00053183385],"genre_scores_gemma":[0.9978217,0.00010324758,0.0019808265,0.0000037324921,0.000046292615,8.5277726e-8,0.0000110236715,0.0000089181685,0.000024177018],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931705,0.0000133923195,0.00033667887,0.00006000966,0.00017857297,0.00009427014],"domain_scores_gemma":[0.99939394,0.000020375355,0.00023900627,0.000106935455,0.00020712095,0.000032636406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006582537,0.00009951762,0.0004189044,0.00016647784,0.000022528415,0.00004355296,0.00011224665,0.000033866585,0.00013493706],"category_scores_gemma":[0.0000034680786,0.00008782367,0.00018153674,0.0005484788,0.000017427417,0.00038806768,0.000014448248,0.0001069807,6.4806125e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001577018,0.000008995146,0.005541084,0.000030642692,0.0014970368,8.297885e-7,0.000518259,0.73279494,0.25175032,0.00086360297,0.000034054694,0.006944481],"study_design_scores_gemma":[0.0003298149,0.000100679834,0.0031913195,0.000093896255,0.002269354,0.000006486174,0.00044139425,0.64728266,0.3450459,0.00077756436,0.00019116902,0.00026977275],"about_ca_topic_score_codex":0.000007950594,"about_ca_topic_score_gemma":0.000005746973,"teacher_disagreement_score":0.12759005,"about_ca_system_score_codex":0.000030234049,"about_ca_system_score_gemma":0.000021478367,"threshold_uncertainty_score":0.3581345},"labels":[],"label_agreement":null},{"id":"W2927859741","doi":"10.1142/s175882512050060x","title":"Harmonic Standing-Wave Excitations of Simply-Supported Isotropic Solid Elastic Circular Cylinders: Exact 3D Linear Elastodynamic Response","year":2020,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Isotropy; Exact solutions in general relativity; Cylinder; Excitation; Harmonic; Displacement (psychology); Linear elasticity; Displacement field","score_opus":0.013291643042122554,"score_gpt":0.23721774907038648,"score_spread":0.22392610602826393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2927859741","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2049932,0.00006013907,0.7939698,0.0003060384,0.0004176267,0.00008628193,0.00003141296,0.000033694916,0.00010179774],"genre_scores_gemma":[0.98902464,0.00015401779,0.010410747,0.00015053916,0.00018670429,0.000001897987,0.00003366979,0.000035201083,0.000002592147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983806,0.000027491731,0.0007423916,0.00013704455,0.00056088006,0.0001515793],"domain_scores_gemma":[0.99881953,0.00011934843,0.0003852317,0.00011362182,0.0004388494,0.00012339852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018788617,0.00017183916,0.00032252565,0.00032481804,0.000049280305,0.000033527176,0.00028878127,0.00008787354,0.00016745711],"category_scores_gemma":[0.000089525034,0.00017375547,0.00018414744,0.00028123555,0.000014652126,0.00013571783,0.000052391413,0.00029020046,0.000005821289],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054616557,0.000027701162,0.000004795758,0.000021777556,0.0006971982,0.000049033817,0.0009959326,0.7620863,0.23337664,0.0014476451,0.00008429942,0.00066256797],"study_design_scores_gemma":[0.0010252157,0.00016276051,0.00007445013,0.00004256565,0.0001961185,0.000048856495,0.00032078952,0.98001707,0.01555408,0.0016155674,0.00077322795,0.00016932264],"about_ca_topic_score_codex":9.4501087e-7,"about_ca_topic_score_gemma":0.0000015522228,"teacher_disagreement_score":0.78403145,"about_ca_system_score_codex":0.00020578458,"about_ca_system_score_gemma":0.00009719236,"threshold_uncertainty_score":0.70855427},"labels":[],"label_agreement":null},{"id":"W2943327657","doi":"10.1002/pen.25119","title":"Nonlinear vibration and modal analysis of FG nanocomposite sandwich beams reinforced by aggregated CNTs","year":2019,"lang":"en","type":"article","venue":"Polymer Engineering and Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Nonlinear system; Vibration; Timoshenko beam theory; Carbon nanotube; Composite material; Boundary value problem; Nanocomposite; Beam (structure); Modulus; Quadrature (astronomy); Material properties; Parametric statistics; Structural engineering; Mathematical analysis; Mathematics; Physics","score_opus":0.0017495923230383828,"score_gpt":0.17498163859651744,"score_spread":0.17323204627347905,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2943327657","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9737896,0.00091723906,0.02497336,0.000010271316,0.000068258916,0.000054984717,0.000009819456,0.00005851522,0.00011799588],"genre_scores_gemma":[0.9982083,0.000078110876,0.0016025885,0.000008554743,0.000009377386,0.0000012681301,0.000026386582,0.000008360456,0.000057087414],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993044,0.0000034596624,0.00018042458,0.0001817067,0.00017412993,0.00015584593],"domain_scores_gemma":[0.9996941,0.00001877277,0.00003291939,0.00014409838,0.000035424328,0.00007468621],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009017408,0.00011316784,0.0002123136,0.00037670496,0.000046682497,0.00006315168,0.00009029229,0.00003757445,0.00001300791],"category_scores_gemma":[0.000005447501,0.00010603578,0.000036834823,0.0012728858,0.00004224582,0.0002306896,0.000028409737,0.000055963286,6.004237e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001747278,0.0000012229725,0.00074938504,0.00001280945,0.000065842534,9.3140535e-8,0.000120760575,0.5056982,0.49276552,0.00004154168,0.0000016598613,0.0005412073],"study_design_scores_gemma":[0.000099471814,0.00001459527,0.0031393028,0.000011042841,0.000103175036,0.0000011335763,0.0000063034186,0.81884474,0.17766206,4.027673e-7,0.000016080465,0.00010171124],"about_ca_topic_score_codex":0.000043072872,"about_ca_topic_score_gemma":0.0000013323611,"teacher_disagreement_score":0.31510344,"about_ca_system_score_codex":0.000015377891,"about_ca_system_score_gemma":0.000007424309,"threshold_uncertainty_score":0.43240136},"labels":[],"label_agreement":null},{"id":"W2944342467","doi":"10.1177/1099636219848282","title":"Determination of thermoelastic stress wave propagation in nanocomposite sandwich plates reinforced by clusters of carbon nanotubes","year":2019,"lang":"en","type":"article","venue":"Journal of Sandwich Structures & Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Materials science; Thermoelastic damping; Nanocomposite; Composite material; Volume fraction; Carbon nanotube; Stiffness; Stress (linguistics); Thermal","score_opus":0.0030594513448699576,"score_gpt":0.19229068147020453,"score_spread":0.18923123012533458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944342467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978053,0.0003334668,0.000950458,0.0000072172506,0.00050621893,0.0002358815,0.000035698726,0.000013151608,0.00011260463],"genre_scores_gemma":[0.9984339,0.0001146391,0.0013040783,0.000004374681,0.00006879818,0.0000015796574,0.000038771268,0.00002428649,0.0000095585765],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99823177,0.00007449636,0.0010935332,0.00011493769,0.0003248584,0.00016037648],"domain_scores_gemma":[0.9988632,0.000072837815,0.0006739763,0.0001528931,0.00019904943,0.000038028327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020330188,0.00020549167,0.0006443529,0.00035922995,0.000016657264,0.000040748266,0.00015967898,0.0001352402,0.00008523779],"category_scores_gemma":[0.000023329176,0.00016093385,0.00009189726,0.00021121526,0.00002821201,0.00021740358,0.000025296404,0.00010369519,1.9289438e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017994925,0.000006640301,0.0009966098,0.00036574237,0.000079316545,0.0000021674045,0.0005679938,0.08896626,0.90814584,0.000021830298,0.000009270304,0.00065835734],"study_design_scores_gemma":[0.0009755509,0.0001544582,0.010438698,0.0003505788,0.000106029285,0.000026408246,0.000071930575,0.029416243,0.9581979,0.00010012725,0.0000043449204,0.00015771714],"about_ca_topic_score_codex":0.00003311942,"about_ca_topic_score_gemma":0.000010124441,"teacher_disagreement_score":0.059550013,"about_ca_system_score_codex":0.00007120447,"about_ca_system_score_gemma":0.000023883887,"threshold_uncertainty_score":0.6562692},"labels":[],"label_agreement":null},{"id":"W2945895413","doi":"10.1016/j.apm.2019.05.033","title":"Electro-dynamic analysis of smart nanoclay-reinforced plates with integrated piezoelectric layers","year":2019,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Smart material; Piezoelectricity; Composite material; Actuator; Piezoelectric sensor; Dynamic mechanical analysis; Boundary value problem; Structural engineering; Computer science; Polymer; Engineering","score_opus":0.0032088523530556766,"score_gpt":0.17232689984863697,"score_spread":0.1691180474955813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945895413","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35373273,0.00002871331,0.64284486,0.0000023808714,0.000006503612,0.0001508549,0.0000016429804,0.000092299124,0.0031400316],"genre_scores_gemma":[0.9758474,0.000027299955,0.023928735,0.000009761479,0.000004042254,0.0000123692525,0.000060194303,0.00003494673,0.000075216274],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889994,0.0000066050666,0.00039896788,0.00020579828,0.00022550784,0.00026316248],"domain_scores_gemma":[0.999415,0.00010720421,0.00007700214,0.00028381048,0.00006136323,0.00005561124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000094150324,0.00021416547,0.00058171793,0.0004549943,0.000029753191,0.000031624513,0.00013924667,0.000091650996,0.00019181677],"category_scores_gemma":[0.0000022167735,0.00016552288,0.00013551908,0.0017655238,0.000018726343,0.000060422903,0.000012171516,0.00016656089,0.000021445103],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003262732,0.000008091511,0.000014256791,0.00007509559,0.0010767765,3.2735613e-7,0.00016281074,0.9666451,0.019748699,0.011803492,0.0000019986237,0.00043068492],"study_design_scores_gemma":[0.00019364084,0.000038737475,0.0000030774527,0.0000225997,0.00095511705,9.774503e-7,0.000038532486,0.9857213,0.011513184,0.0013071614,0.0000073919587,0.00019830484],"about_ca_topic_score_codex":0.0000062270324,"about_ca_topic_score_gemma":0.0000043040823,"teacher_disagreement_score":0.6221147,"about_ca_system_score_codex":0.000063959254,"about_ca_system_score_gemma":0.000013628948,"threshold_uncertainty_score":0.6749827},"labels":[],"label_agreement":null},{"id":"W2947079740","doi":"10.1177/1369433219852042","title":"Nonlinear buckling optimization technique to predict critical imperfection wavelength of combined liquid-filled steel conical tanks","year":2019,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Buckling; Conical surface; Finite element method; Wavelength; Nonlinear system; Structural engineering; Critical load; Eigenvalues and eigenvectors; Materials science; Mathematics; Engineering; Geometry; Physics","score_opus":0.0020509555032422566,"score_gpt":0.22337824787322497,"score_spread":0.22132729236998272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2947079740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5508189,0.00047951957,0.4461186,0.00002324396,0.0011366308,0.0006127869,0.000017081566,0.00031602575,0.00047718736],"genre_scores_gemma":[0.91062474,0.00011325098,0.089065924,0.000008782984,0.00007915,0.000025258974,0.000035944147,0.000042042753,0.00000489705],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869233,0.00001761748,0.00051716465,0.00026509538,0.00021825173,0.00028952706],"domain_scores_gemma":[0.9994111,0.00012928015,0.000042861524,0.00023438479,0.00009947626,0.00008287408],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011071939,0.00024364912,0.00041009134,0.00028842638,0.000027024193,0.000024767536,0.00016786226,0.00013718459,0.0000788009],"category_scores_gemma":[0.00010947505,0.0002435589,0.00008264572,0.0005845025,0.000018912724,0.000516362,0.000039319366,0.00027558993,0.0000017801125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054451048,0.000004379576,0.00024086324,0.00015456358,0.000017947548,0.0000013752558,0.0000620208,0.9641556,0.033733364,0.0006070199,7.959052e-7,0.00096758135],"study_design_scores_gemma":[0.00038975137,0.00019515809,0.00036387902,0.00013801742,0.000020120151,0.00000950502,0.000021715145,0.9783209,0.02012347,0.0000193964,0.00013689966,0.000261214],"about_ca_topic_score_codex":0.000004993448,"about_ca_topic_score_gemma":0.0000054586476,"teacher_disagreement_score":0.35980582,"about_ca_system_score_codex":0.000141628,"about_ca_system_score_gemma":0.0000108938675,"threshold_uncertainty_score":0.99320436},"labels":[],"label_agreement":null},{"id":"W2951578331","doi":"10.12989/scs.2019.31.5.529","title":"Thermoelastic static and vibrational behaviors of nanocomposite thick cylinders reinforced with graphene","year":2019,"lang":"en","type":"article","venue":"TSpace","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Thermoelastic damping; Graphene; Volume fraction; Composite material; Nanocomposite; Boundary value problem; Rotational symmetry; Thermal; Mechanics; Thermodynamics; Nanotechnology","score_opus":0.0035034358384146438,"score_gpt":0.21089383959293398,"score_spread":0.20739040375451934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2951578331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9224946,0.000051966403,0.07600635,0.000025694253,0.000028635059,0.00010988583,0.0000014060688,0.000038421476,0.0012430453],"genre_scores_gemma":[0.9940133,0.000015681793,0.005812056,0.000013307723,0.0000066770926,0.0000021347437,0.000018750243,0.000013422613,0.00010466504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960446,0.00000796107,0.00010592221,0.00008369163,0.000118521915,0.00007942939],"domain_scores_gemma":[0.9997662,0.000028243874,0.000035272416,0.00010817421,0.000033191856,0.000028974622],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000026287544,0.00008677136,0.00012601618,0.00007225622,0.00002018681,0.000016096003,0.00003964967,0.000030028981,0.00011571678],"category_scores_gemma":[0.0000011233025,0.00007008779,0.000023271868,0.0001504063,0.00002180418,0.00006848772,0.00000834342,0.00005485622,0.0000025685895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001892127,0.0000023465182,0.0020035943,0.000038548755,0.000055875626,5.000963e-7,0.001122837,0.8743,0.12185504,0.00046729192,0.000010199412,0.00012484574],"study_design_scores_gemma":[0.0007658448,0.00016702978,0.023612263,0.00006514939,0.00015721828,0.00000869444,0.00046017283,0.9325266,0.04191445,0.00004228165,0.000025084988,0.0002551938],"about_ca_topic_score_codex":0.000022377804,"about_ca_topic_score_gemma":0.0000098691135,"teacher_disagreement_score":0.079940595,"about_ca_system_score_codex":0.000010431918,"about_ca_system_score_gemma":0.000008348636,"threshold_uncertainty_score":0.28580973},"labels":[],"label_agreement":null},{"id":"W2954221821","doi":"10.1115/1.4044157","title":"An Exact Solution for Transient Anisotropic Heat Conduction in Composite Cylindrical Shells","year":2019,"lang":"en","type":"article","venue":"Journal of Heat Transfer","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Materials science; Thermal conduction; Composite number; Heat transfer; Heat flux; Thermal conductivity; Composite material; Cylindrical coordinate system; Anisotropy; Mechanics; Transient (computer programming); Conductivity; Separation of variables; Partial differential equation; Mathematical analysis; Mathematics; Physics; Optics","score_opus":0.00788648936990475,"score_gpt":0.2257637542686794,"score_spread":0.21787726489877465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2954221821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6749718,0.00020183613,0.32416254,0.000103157945,0.00031900036,0.00013661946,0.0000037213008,0.000012390273,0.00008892185],"genre_scores_gemma":[0.997888,0.000115101546,0.0017900603,0.00003411204,0.0001342585,0.0000015438077,0.000014814654,0.000018655508,0.0000034496873],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991109,0.000034912762,0.0004307012,0.00010267447,0.00015910422,0.00016173397],"domain_scores_gemma":[0.999728,0.000023241904,0.0000061024575,0.00009430602,0.00007780137,0.00007053945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001237772,0.0001195647,0.00029635272,0.00020844776,0.000028155891,0.000031113166,0.000079205456,0.00008517418,0.0000956563],"category_scores_gemma":[8.290814e-7,0.000103683145,0.0001706794,0.00015410912,0.000009204342,0.00031980118,0.0000010200417,0.00017862616,0.0000021671551],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009352462,0.000042025178,0.00069579826,0.000032822223,0.00003624194,0.0000020120488,0.00026325273,0.5900499,0.40779218,0.000031036056,0.000023005676,0.000938176],"study_design_scores_gemma":[0.0027994122,0.0007796618,0.022767954,0.0000830251,0.00015958489,0.000080967184,0.000057586196,0.93117017,0.040781584,0.000050545445,0.0010289769,0.00024055246],"about_ca_topic_score_codex":0.000010779526,"about_ca_topic_score_gemma":0.000029065588,"teacher_disagreement_score":0.3670106,"about_ca_system_score_codex":0.00012206818,"about_ca_system_score_gemma":0.0000139668455,"threshold_uncertainty_score":0.4228076},"labels":[],"label_agreement":null},{"id":"W2954594713","doi":"10.24423/aom.3218","title":"Screw dislocations in piezoelectric laminates with four or more phases","year":2019,"lang":"en","type":"article","venue":"Open MIND","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Piezoelectricity; Dislocation; Dimensionless quantity; Materials science; Matrix (chemical analysis); Mathematical analysis; Eigenstrain; Boundary value problem; Mathematics; Composite material; Physics; Mechanics","score_opus":0.012399919137896849,"score_gpt":0.2500878890659445,"score_spread":0.23768796992804764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2954594713","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9800973,0.00009660056,0.0046511474,0.000060631835,0.00002476832,0.0002763005,0.0000050140097,0.0000047015033,0.014783561],"genre_scores_gemma":[0.9924469,0.000017583003,0.0054051955,0.000008248289,0.000012150587,0.000007425629,0.000035373134,0.0000104171495,0.0020566867],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99962723,0.000006106986,0.000096576,0.00011318336,0.00005883508,0.0000980483],"domain_scores_gemma":[0.99978286,0.000023050392,0.0000161801,0.00013622732,0.000021335858,0.000020335352],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000033110246,0.00007366952,0.00011483153,0.00009668235,0.0000202249,0.00008485358,0.00013766979,0.000021923062,0.0016171037],"category_scores_gemma":[0.0000044357876,0.00005300549,0.000012906096,0.0004937169,0.0000058049864,0.00016382292,0.000018324788,0.000050400606,0.000045392342],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058418802,0.0000485404,0.013317702,0.00001845281,0.00009065407,0.000017549835,0.0007905203,0.61617064,0.0022575655,0.000030794836,0.00026620922,0.366933],"study_design_scores_gemma":[0.0012289408,0.00015045483,0.0150819905,0.000106724096,0.000088818255,0.00002023921,0.00028637223,0.96410024,0.006578148,0.00001975241,0.011941442,0.00039685998],"about_ca_topic_score_codex":0.000031751835,"about_ca_topic_score_gemma":0.0006568747,"teacher_disagreement_score":0.3665361,"about_ca_system_score_codex":0.00002862643,"about_ca_system_score_gemma":0.000017826073,"threshold_uncertainty_score":0.99929553},"labels":[],"label_agreement":null},{"id":"W2955115281","doi":"10.1016/j.euromechsol.2019.103817","title":"Vibration behavior of poroelastic thick curved panels with graded open-cell and saturated closed-cell porosities","year":2019,"lang":"en","type":"article","venue":"European Journal of Mechanics - A/Solids","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Fonds de recherche du Québec – Nature et technologies","keywords":"Porosity; Poromechanics; Materials science; Porous medium; Material properties; Boundary value problem; Elasticity (physics); Vibration; Nyström method; Composite material; Mechanics; Mathematics; Mathematical analysis; Acoustics; Physics","score_opus":0.008399085197328642,"score_gpt":0.19380526949684176,"score_spread":0.1854061842995131,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2955115281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95567423,0.00029338934,0.04197036,0.00002031788,0.00028952924,0.00021234623,0.000008381488,0.000025225327,0.0015062382],"genre_scores_gemma":[0.99602836,0.00016270022,0.0035218915,0.000027123944,0.00006667869,5.022156e-7,0.000016966935,0.000055672394,0.00012009706],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99871916,0.00017507315,0.0005576692,0.00013791936,0.0002582841,0.00015188068],"domain_scores_gemma":[0.9990606,0.000037798374,0.00039773475,0.00019443793,0.00021863793,0.00009079355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040512648,0.00019846743,0.00037166194,0.00013843598,0.000048243717,0.00013552251,0.0002824516,0.000042396066,0.000074976844],"category_scores_gemma":[0.000007722329,0.00015773541,0.00007188743,0.0002130076,0.000012934242,0.00036339715,0.00006433903,0.00028852036,0.000005585535],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019124946,0.00011872027,0.0004822458,0.00017420977,0.0001670965,0.000094843446,0.0015010347,0.15892938,0.8368824,0.00038546592,0.00016669996,0.0009066296],"study_design_scores_gemma":[0.0117599545,0.0055534593,0.018157974,0.0007954043,0.0022029588,0.00073027564,0.0017064586,0.28330663,0.6731284,0.00035907567,0.0006598931,0.001639473],"about_ca_topic_score_codex":0.0000031177772,"about_ca_topic_score_gemma":0.0000027031015,"teacher_disagreement_score":0.16375399,"about_ca_system_score_codex":0.000031414784,"about_ca_system_score_gemma":0.000029561492,"threshold_uncertainty_score":0.6432263},"labels":[],"label_agreement":null},{"id":"W2960808259","doi":"10.1016/j.ijmecsci.2019.105028","title":"Polarization effects on wave propagation characteristics of piezoelectric coupled laminated fiber-reinforced composite cylindrical shells","year":2019,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba; Research Manitoba","keywords":"Piezoelectricity; Materials science; Rotary inertia; Poling; Polarization (electrochemistry); Composite material; Transverse plane; Composite number; Wave propagation; Piezoelectric coefficient; Inertia; Structural engineering; Classical mechanics; Optics; Physics; Dielectric; Engineering","score_opus":0.005067351831981353,"score_gpt":0.21744910943005677,"score_spread":0.21238175759807543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2960808259","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9040836,0.000019179637,0.094030134,0.00016291492,0.00084518915,0.00013174744,0.0000036699125,0.00001959053,0.00070393743],"genre_scores_gemma":[0.9975026,0.00002659279,0.002211224,0.000046079047,0.00013066319,5.892535e-7,0.0000158176,0.000007166117,0.000059230606],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99847716,0.000040361723,0.0005122799,0.00010760485,0.0007479198,0.00011467591],"domain_scores_gemma":[0.99898374,0.0001812876,0.0003220313,0.00006380427,0.00039674342,0.000052383093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031079224,0.00010604375,0.00024573447,0.00030726648,0.00003114493,0.0000651393,0.0002968635,0.000069115675,0.0001547371],"category_scores_gemma":[0.00009230511,0.00008175877,0.0001035286,0.00040107657,0.000022172586,0.00021452238,0.000023330218,0.0001564473,0.000011260896],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021095171,0.00007572577,0.0011135575,0.000053225114,0.00029418472,0.000019674353,0.00010886962,0.24994214,0.6609719,0.008957211,0.000030420391,0.07822216],"study_design_scores_gemma":[0.000448997,0.00046651572,0.0054737087,0.00011709093,0.00003928054,0.000024445448,0.0000040690497,0.90900606,0.08405064,0.00019857162,0.00006760893,0.00010298938],"about_ca_topic_score_codex":0.0000030418112,"about_ca_topic_score_gemma":4.4448618e-7,"teacher_disagreement_score":0.65906394,"about_ca_system_score_codex":0.000101744365,"about_ca_system_score_gemma":0.000032932534,"threshold_uncertainty_score":0.33340257},"labels":[],"label_agreement":null},{"id":"W2961999625","doi":"10.3166/rcma.25.89-106","title":"Analysis of laminated composite plates bending using a new simple finite element based on Reddy’s third order theory","year":2015,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Simple (philosophy); Composite number; Bending; Structural engineering; Third order; Order (exchange); Mathematics; Materials science; Calculus (dental); Engineering; Composite material; Philosophy; Epistemology","score_opus":0.04760241819984084,"score_gpt":0.2772373470865774,"score_spread":0.22963492888673653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2961999625","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1847242,0.0005051607,0.81225854,0.000021755917,0.00010696815,0.00023106858,0.0000683405,0.0002303965,0.0018535426],"genre_scores_gemma":[0.86038977,0.00007826956,0.13864434,0.000071879214,0.000063672305,0.0000057086104,0.00060139364,0.00007117454,0.00007379682],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99794006,0.00022962649,0.0007069117,0.00038446634,0.000328314,0.0004106434],"domain_scores_gemma":[0.99813175,0.00053983246,0.0002294404,0.0005390512,0.00033005653,0.00022983893],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00055805914,0.00041424084,0.0008323005,0.0010311344,0.00014479794,0.00014294806,0.0002961698,0.00012517613,0.00013837055],"category_scores_gemma":[0.000109941546,0.0003794846,0.00030859184,0.0021168052,0.00008462618,0.00022948634,0.000075836055,0.00021597772,0.000008501516],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012207798,0.00005922358,0.007353878,0.00016564649,0.0011855518,0.00001646869,0.0009543899,0.97834903,0.008883568,0.0005938866,0.00007171363,0.0022445635],"study_design_scores_gemma":[0.0006575546,0.00011743256,0.0021105509,0.00023917298,0.0016994311,0.000007727988,0.00007770277,0.9888487,0.004543423,0.0009937022,0.00029398204,0.0004106344],"about_ca_topic_score_codex":0.00010809001,"about_ca_topic_score_gemma":0.00013763917,"teacher_disagreement_score":0.67566556,"about_ca_system_score_codex":0.00030406896,"about_ca_system_score_gemma":0.000051069368,"threshold_uncertainty_score":0.9998657},"labels":[],"label_agreement":null},{"id":"W2966731665","doi":"10.18280/rcma.290207","title":"Buckling Study of Conical Shells Subjected to Uniform External Pressure Using Theoretical and FEA Approaches","year":2019,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Conical surface; Buckling; Finite element method; Structural engineering; Materials science; Composite material; Engineering","score_opus":0.03403083172635528,"score_gpt":0.2514372213801597,"score_spread":0.21740638965380443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2966731665","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81438833,0.00037819345,0.18373601,0.000004271814,0.0000657026,0.0004232627,0.000007872943,0.00007366457,0.00092269125],"genre_scores_gemma":[0.8800702,0.000043163705,0.119768575,0.00000910984,0.000037965594,0.000004760243,0.000008385096,0.000040305546,0.000017551776],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987987,0.000085870815,0.0004037107,0.000291679,0.00017124515,0.00024877806],"domain_scores_gemma":[0.99927634,0.00013158127,0.0000679948,0.0003122752,0.00009575101,0.00011608385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018812627,0.00023758439,0.00047855268,0.00016643605,0.00006907736,0.00009192448,0.00018673993,0.00008534181,0.00008921613],"category_scores_gemma":[0.00001896574,0.00020502943,0.000075674776,0.0002775901,0.00009546933,0.00015209545,0.000117233765,0.00017997864,0.0000045252873],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000081912774,0.00011410142,0.022767296,0.00046822862,0.00024347105,0.0000075146318,0.003297253,0.9139268,0.054931507,0.002834791,0.0000015465661,0.0013256012],"study_design_scores_gemma":[0.0005745409,0.00027434944,0.016676363,0.00025988603,0.0002792644,0.000058829,0.00033580727,0.9721442,0.00855576,0.00052920595,0.000018127155,0.00029365765],"about_ca_topic_score_codex":0.000024483545,"about_ca_topic_score_gemma":0.000024235276,"teacher_disagreement_score":0.06568185,"about_ca_system_score_codex":0.000045104796,"about_ca_system_score_gemma":0.000009272893,"threshold_uncertainty_score":0.83608574},"labels":[],"label_agreement":null},{"id":"W2967329687","doi":"10.1016/j.ijheatmasstransfer.2019.118515","title":"On 2D asymmetric heat conduction in functionally graded cylindrical segments: A general exact solution","year":2019,"lang":"en","type":"article","venue":"International Journal of Heat and Mass Transfer","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Thermal conduction; Boundary value problem; Thermal conductivity; Materials science; Exact solutions in general relativity; Correctness; Mechanics; Heat equation; Fourier number; Fourier transform; Field (mathematics); Function (biology); Boundary (topology); Constant (computer programming); Thermal; Steady state (chemistry); Heat transfer; Mathematical analysis; Thermodynamics; Computer science; Physics; Mathematics; Composite material; Algorithm; Heat transfer coefficient","score_opus":0.006475217929523846,"score_gpt":0.21647987533472632,"score_spread":0.21000465740520247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2967329687","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.928495,0.00027666386,0.06844009,0.00032608182,0.0013983952,0.00007405076,0.00000469639,0.000012951999,0.00097209035],"genre_scores_gemma":[0.99888915,0.00030817892,0.00038866015,0.00010462196,0.00022310636,0.0000013720173,0.000021650443,0.000011156132,0.000052095547],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907345,0.000026219659,0.0003415119,0.000102724196,0.000352338,0.000103775536],"domain_scores_gemma":[0.9997295,0.00003737185,0.000012822702,0.000045783254,0.00012514004,0.000049367925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011331014,0.000110142326,0.00017581487,0.000537695,0.000017680602,0.000045644978,0.00008208018,0.00006635242,0.00016414699],"category_scores_gemma":[0.0000057655643,0.00009448746,0.00010101868,0.0001705904,0.000009899947,0.00024979102,0.000004206857,0.00020358007,0.0000060592415],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043749542,0.00010785289,0.008909871,0.000020586676,0.0004047504,0.000028726648,0.00015744516,0.87437457,0.10724879,0.0016283471,0.00031788714,0.006363692],"study_design_scores_gemma":[0.009681689,0.000993671,0.11112398,0.0002815342,0.00022025059,0.00045492567,0.00010030516,0.8492754,0.019280799,0.0030627884,0.004825845,0.0006988149],"about_ca_topic_score_codex":0.000014964603,"about_ca_topic_score_gemma":0.000011117169,"teacher_disagreement_score":0.102214105,"about_ca_system_score_codex":0.00017061741,"about_ca_system_score_gemma":0.0000148011795,"threshold_uncertainty_score":0.38530868},"labels":[],"label_agreement":null},{"id":"W2974099746","doi":"10.1016/j.mex.2019.09.023","title":"Simplified setup for the vibration study of plates with simply-supported boundary conditions","year":2019,"lang":"en","type":"article","venue":"MethodsX","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"University of Ottawa","keywords":"Modal; Computer science; Vibration; Structural engineering; Rotation (mathematics); Frame (networking); Boundary (topology); Modal analysis; Groove (engineering); Boundary value problem; Translation (biology); Mechanical engineering; Acoustics; Materials science; Engineering; Mathematics; Finite element method; Artificial intelligence; Composite material","score_opus":0.010931550529530688,"score_gpt":0.27428174036073555,"score_spread":0.26335018983120484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2974099746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57822347,0.000028012237,0.42083153,0.000028593471,0.00008215134,0.00054177485,0.00001916437,0.00004547111,0.00019982558],"genre_scores_gemma":[0.97647274,0.00000383513,0.023291776,0.000027998336,0.000026177739,0.00003327345,0.00008426278,0.000016522366,0.00004339965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995133,0.00003992522,0.00017250769,0.00010030385,0.000089307774,0.00008464173],"domain_scores_gemma":[0.9993578,0.0002979634,0.000049992505,0.00021387811,0.00006421039,0.000016107566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015911003,0.00008506473,0.00016005893,0.00005659562,0.00012319222,0.000025479394,0.000076763776,0.000028337436,0.00010182422],"category_scores_gemma":[0.000011266948,0.000055296074,0.00003987091,0.00020191784,0.000016371014,0.00008171032,0.00001285899,0.000053512347,0.0000012044064],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004118632,0.00003579944,0.003255077,0.00003686196,0.00038086672,3.0445298e-7,0.0020892706,0.97555333,0.015857305,0.00020987868,0.00023530632,0.0023048206],"study_design_scores_gemma":[0.0012577759,0.00042123054,0.037305176,0.000010453413,0.0004717784,0.0000028793568,0.0014791886,0.94269055,0.01240853,0.0007968408,0.0029488038,0.00020680198],"about_ca_topic_score_codex":0.000021975677,"about_ca_topic_score_gemma":0.000061244056,"teacher_disagreement_score":0.3982493,"about_ca_system_score_codex":0.0000127395115,"about_ca_system_score_gemma":0.000010064903,"threshold_uncertainty_score":0.22549085},"labels":[],"label_agreement":null},{"id":"W2975697378","doi":"10.1007/s42452-019-1277-7","title":"Free vibration analysis of infinitely long thick-walled hollow elliptical cylinder","year":2019,"lang":"en","type":"article","venue":"SN Applied Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia; University of Manitoba","funders":"CMC Microsystems","keywords":"Vibration; Multiphysics; Cylinder; Finite element method; Mathieu function; Shell theory; Shell (structure); Mechanics; Elasticity (physics); Geometry; Mathematical analysis; Physics; Mathematics; Structural engineering; Materials science; Engineering; Acoustics; Composite material","score_opus":0.008239220970976593,"score_gpt":0.21518944240741802,"score_spread":0.20695022143644143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2975697378","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86084515,0.000070040645,0.08033998,0.000049823368,0.00013101428,0.00014631638,0.0000062918707,0.000081795726,0.058329575],"genre_scores_gemma":[0.9958953,0.000013801286,0.00396427,0.000038115442,0.000026950414,0.0000029890814,0.000021763906,0.0000059622653,0.00003082024],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990129,0.000011626435,0.00025703156,0.00020871169,0.0003574275,0.00015229564],"domain_scores_gemma":[0.99954456,0.00007003792,0.000056690573,0.00025222186,0.00003776981,0.000038719634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024205094,0.000104689665,0.0002649315,0.00042951744,0.00006485748,0.00007278667,0.0002762453,0.0000671171,0.00043149324],"category_scores_gemma":[0.000009921345,0.000085840846,0.00010820766,0.0021597052,0.00008005333,0.00011854178,0.000036379377,0.000081386075,0.000015503156],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000044924104,0.000007139981,0.0052856477,0.000009641464,0.00019968797,1.5964606e-7,0.00024123547,0.9731731,0.013548103,0.006817613,0.000022298722,0.00069092656],"study_design_scores_gemma":[0.00017653909,0.000021458934,0.030039813,0.000004007879,0.0003179868,1.9786373e-7,0.00010344544,0.96312284,0.0053522005,0.00065447466,0.000056153916,0.00015086468],"about_ca_topic_score_codex":0.000008665756,"about_ca_topic_score_gemma":0.000100062905,"teacher_disagreement_score":0.13505016,"about_ca_system_score_codex":0.000016613554,"about_ca_system_score_gemma":0.000017989942,"threshold_uncertainty_score":0.47245485},"labels":[],"label_agreement":null},{"id":"W2980116468","doi":"10.1007/s00419-019-01607-z","title":"Passive vibration suppression of plate using multiple optimal dynamic vibration absorbers","year":2019,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus","funders":"","keywords":"Vibration; Deflection (physics); Isotropy; Dynamic Vibration Absorber; Bending of plates; Natural frequency; Stiffness; Structural engineering; Plate theory; Acoustics; Materials science; Physics; Optics; Engineering","score_opus":0.0033240087958533583,"score_gpt":0.18667399777653987,"score_spread":0.18334998898068652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2980116468","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3487957,0.000009538102,0.65043867,0.0000028553777,0.000098238466,0.000200658,0.00002274883,0.000029757275,0.0004018276],"genre_scores_gemma":[0.9139998,0.000024391535,0.0857404,0.000005928506,0.000011570368,0.0000032316943,0.0001893614,0.000023344797,0.0000019784015],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992762,0.000010055056,0.00029048562,0.00015076782,0.0001549881,0.00011747903],"domain_scores_gemma":[0.999554,0.00004767722,0.00014324985,0.00018957953,0.000035782796,0.000029737515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000041868923,0.00012540552,0.00022160975,0.00014024919,0.000028978426,0.000009404333,0.0000911486,0.00006287324,0.00003986658],"category_scores_gemma":[0.0000036202218,0.00012520254,0.00006864133,0.0001486557,0.000008868523,0.00010365597,0.000037269405,0.00008500902,0.000002842624],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003327621,0.000005340094,0.0000040444784,0.000035466852,0.000028301352,8.964081e-8,0.00024890417,0.5189708,0.4773191,0.002416336,0.0000030783442,0.0009352963],"study_design_scores_gemma":[0.00028873165,0.000026946196,0.00007642944,0.00002560097,0.000038886203,4.605174e-7,0.000084695734,0.7777099,0.21969986,0.0019473718,0.000008598873,0.00009251738],"about_ca_topic_score_codex":0.0000071191275,"about_ca_topic_score_gemma":0.000010879898,"teacher_disagreement_score":0.5652041,"about_ca_system_score_codex":0.00003104238,"about_ca_system_score_gemma":0.00001328152,"threshold_uncertainty_score":0.5105611},"labels":[],"label_agreement":null},{"id":"W2981507623","doi":"10.1016/j.ijmecsci.2019.105283","title":"Stability analysis of multifunctional smart sandwich plates with graphene nanocomposite and porous layers","year":2019,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Graphene; Porosity; Thermal stability; Nanocomposite; Piezoelectricity; Core (optical fiber); Nanotechnology","score_opus":0.006459139391098771,"score_gpt":0.21916192493709014,"score_spread":0.21270278554599137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981507623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9796509,0.0001341645,0.019623412,0.00010027045,0.0002512751,0.000033122065,0.000007872011,0.0000072212465,0.00019175575],"genre_scores_gemma":[0.9939419,0.000056374804,0.0059456034,0.000020058502,0.00002616976,3.1268834e-7,0.0000038532476,0.0000028782579,0.0000028761472],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989054,0.000021768597,0.0003300956,0.00011128648,0.00055341906,0.00007799549],"domain_scores_gemma":[0.99935216,0.00011521592,0.00015859777,0.00005319894,0.00027148332,0.000049351213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003484976,0.00007651782,0.00022966287,0.0003141751,0.00002805372,0.000046504527,0.00021713965,0.000030003466,0.00021446943],"category_scores_gemma":[0.000014909665,0.000051354084,0.000104901905,0.0005192891,0.000057375757,0.00021032979,0.000024799703,0.00007819138,4.2996965e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020878899,0.00006736401,0.14782429,0.000011185771,0.0030877802,0.000008125392,0.00020117626,0.7446826,0.09785563,0.002081634,0.000018765964,0.0039526676],"study_design_scores_gemma":[0.00092034,0.00046548404,0.10069733,0.00006112947,0.00072949304,0.000080722304,0.0002241008,0.866903,0.028667232,0.00091553654,0.00011934235,0.00021629568],"about_ca_topic_score_codex":0.000031773598,"about_ca_topic_score_gemma":0.00008074264,"teacher_disagreement_score":0.1222204,"about_ca_system_score_codex":0.000031898195,"about_ca_system_score_gemma":0.00002005554,"threshold_uncertainty_score":0.23482898},"labels":[],"label_agreement":null},{"id":"W2984617066","doi":"10.2514/1.j058503","title":"Performance Analysis of Composite Helicopter Blade Using Synergistic Damage Mechanics Approach","year":2019,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Helicopter rotor; Aerodynamics; Blade (archaeology); Structural engineering; Composite laminates; Rotor (electric); Isotropy; Mechanics; Composite number; Composite material; Engineering; Physics; Mechanical engineering","score_opus":0.006075594237333439,"score_gpt":0.19401093193642024,"score_spread":0.1879353376990868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2984617066","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8300028,0.00011137802,0.16848011,0.000003290559,0.00013071105,0.000035928235,0.0000035024202,0.000018304256,0.0012140053],"genre_scores_gemma":[0.9905342,0.00009458915,0.0092323115,0.000016036378,0.000060692135,3.020821e-7,0.000021566399,0.000017358592,0.000022938044],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915695,0.000023711136,0.000336569,0.00010518352,0.00021370572,0.00016387313],"domain_scores_gemma":[0.9995205,0.00001601485,0.000114594586,0.00020012441,0.00008847915,0.000060321625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012798027,0.00012709513,0.00033883358,0.0004462194,0.000062863415,0.000054271768,0.00015679895,0.000054648783,0.00021125066],"category_scores_gemma":[0.000002057845,0.000113090304,0.00019453511,0.0007756987,0.0000082618735,0.00016259438,0.000025186931,0.00019320993,0.0000044655512],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005778992,0.000009128236,0.005708131,0.000029677187,0.0008761719,0.00000108605,0.00011378568,0.9412452,0.05153393,0.000051234336,0.0000087446915,0.00041715344],"study_design_scores_gemma":[0.00015551738,0.000018333427,0.005701676,0.000020186239,0.0012083168,0.000014131383,0.000025690168,0.9904427,0.002241531,0.000011422218,0.000034070395,0.00012645939],"about_ca_topic_score_codex":0.000005569695,"about_ca_topic_score_gemma":0.00000166688,"teacher_disagreement_score":0.16053145,"about_ca_system_score_codex":0.00006431675,"about_ca_system_score_gemma":0.000010356518,"threshold_uncertainty_score":0.46116886},"labels":[],"label_agreement":null},{"id":"W2987981917","doi":"10.1115/1.4045371","title":"Limit State Analyses in Design of Thin-Walled Marine Structures—Some Aspects on Length-Scales","year":2019,"lang":"en","type":"article","venue":"Journal of Offshore Mechanics and Arctic Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Homogenization (climate); Representative elementary volume; Structural engineering; Continuum mechanics; Fatigue limit; Linearity; Buckling; Limit (mathematics); Limit load; Finite element method; Mechanics; Engineering; Mathematics; Physics; Mathematical analysis","score_opus":0.011390085412383948,"score_gpt":0.2180357894958985,"score_spread":0.20664570408351454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2987981917","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8349359,0.0014363611,0.16281219,0.000049517133,0.0004851989,0.00017431597,0.0000030157585,0.000029804814,0.0000736855],"genre_scores_gemma":[0.9891247,0.0009561613,0.009809584,0.000011524862,0.000060428294,6.168967e-7,0.0000020261803,0.000028607199,0.0000063250955],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99895185,0.000020468133,0.0005062892,0.00011284312,0.00023843709,0.00017010675],"domain_scores_gemma":[0.9994535,0.000116004056,0.00014192367,0.00014098002,0.00007654727,0.00007103868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020689593,0.00018848748,0.00046884365,0.00046158143,0.000013046644,0.00003083242,0.00010978241,0.00006028779,0.000031267788],"category_scores_gemma":[0.00003705433,0.00015690742,0.00010500506,0.00024501752,0.0000034513423,0.00014991082,0.00003369108,0.00029742654,4.0042138e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034509663,0.000011972415,0.00014331558,0.00011278028,0.00018441615,0.000019681436,0.00013194344,0.97110003,0.024668738,0.002642919,0.000004868827,0.000944823],"study_design_scores_gemma":[0.00052508456,0.0002152206,0.002490254,0.00015045714,0.000069988375,0.000036613263,0.00003428761,0.9844622,0.008292976,0.0035262164,0.000024557836,0.00017216377],"about_ca_topic_score_codex":0.0000039446913,"about_ca_topic_score_gemma":0.0000053406693,"teacher_disagreement_score":0.15418881,"about_ca_system_score_codex":0.00006599974,"about_ca_system_score_gemma":0.000011657462,"threshold_uncertainty_score":0.6398499},"labels":[],"label_agreement":null},{"id":"W2988343923","doi":"10.18280/jesa.520402","title":"Dynamic Stability Analysis of Functionally Graded Timoshenko Beams with Internal Viscous Damping Distribution","year":2019,"lang":"en","type":"article","venue":"Journal Européen des Systèmes Automatisés","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Stability (learning theory); Viscous damping; Mechanics; Materials science; Structural engineering; Internal forces; Physics; Vibration; Engineering; Computer science; Acoustics","score_opus":0.005445549511745054,"score_gpt":0.20689279415151954,"score_spread":0.20144724463977448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2988343923","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7274609,0.0002145851,0.27151865,0.000009907275,0.00017001927,0.000095639334,0.000041024323,0.00009945783,0.0003897932],"genre_scores_gemma":[0.9963882,0.000059018977,0.0032497342,0.000007250595,0.000031347976,0.0000020591885,0.00017272089,0.000029805438,0.000059862614],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983075,0.000099141,0.00067643594,0.0002070948,0.00047007424,0.00023971144],"domain_scores_gemma":[0.9989454,0.000068277935,0.00031331612,0.0002865635,0.00028631146,0.00010014204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002918484,0.00022647789,0.00055393967,0.00032985595,0.00010802042,0.00014848025,0.00020615805,0.00006213125,0.0004558845],"category_scores_gemma":[0.000023747487,0.00017917722,0.00029027232,0.0011848641,0.000054166358,0.00034194256,0.00003373013,0.00025864478,0.000010082659],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045171062,0.000033704986,0.03609488,0.00013653042,0.002468198,0.000009208407,0.0002890352,0.943506,0.006518915,0.000100257545,0.000042852258,0.010755268],"study_design_scores_gemma":[0.00021260697,0.00007895776,0.4339547,0.00008270578,0.0007273406,0.00006083375,0.000052914602,0.56437314,0.0002110739,0.00008458507,0.000028759825,0.00013236595],"about_ca_topic_score_codex":0.000024622215,"about_ca_topic_score_gemma":0.00007770203,"teacher_disagreement_score":0.3978598,"about_ca_system_score_codex":0.0004220046,"about_ca_system_score_gemma":0.000037565012,"threshold_uncertainty_score":0.73066354},"labels":[],"label_agreement":null},{"id":"W2990791292","doi":"","title":"Numerical optimization method of continuously graded material","year":2019,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Computer science; Materials science","score_opus":0.006124753150223763,"score_gpt":0.21243815653729697,"score_spread":0.2063134033870732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2990791292","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013742354,0.00022735495,0.97370875,0.00033987424,0.00042427296,0.00031768443,0.000055821172,0.0002426334,0.010941229],"genre_scores_gemma":[0.67182654,0.00023920259,0.32625732,0.0000136442695,0.000028963828,0.000017520266,0.0010562987,0.00005720055,0.0005032891],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9968083,0.00163451,0.00061358,0.00043187485,0.00029773655,0.000213995],"domain_scores_gemma":[0.9969447,0.00036840024,0.00035313878,0.0011951888,0.0010567491,0.00008179364],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0013571801,0.0003003214,0.000564966,0.00021059543,0.00007206821,0.00018867267,0.0006035357,0.00029953523,0.0003267155],"category_scores_gemma":[0.00018568002,0.00032351544,0.00023855153,0.00032918534,0.000049370206,0.00009000417,0.00032104313,0.00034219475,0.000007113808],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008693765,0.00006402783,0.00029150845,0.00022274913,0.00014535767,7.0085446e-7,0.0014469059,0.98420537,0.0040848674,0.0027309796,0.00026833106,0.0065305294],"study_design_scores_gemma":[0.00026231183,2.659558e-7,0.00041751424,0.0003873933,0.00010451957,0.000003818288,0.000016277136,0.91772115,0.079874635,0.0003926641,0.000520081,0.0002993536],"about_ca_topic_score_codex":0.0003665545,"about_ca_topic_score_gemma":0.00005768205,"teacher_disagreement_score":0.6580842,"about_ca_system_score_codex":0.00008513917,"about_ca_system_score_gemma":0.00006288373,"threshold_uncertainty_score":0.9999217},"labels":[],"label_agreement":null},{"id":"W2991509302","doi":"10.1007/s00419-019-01639-5","title":"Dynamics of vibrating beams using first-order theory based on Legendre polynomial expansion","year":2019,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Legendre polynomials; Order (exchange); Mathematics; Associated Legendre polynomials; Polynomial; Dynamics (music); Mathematical analysis; Legendre function; Applied mathematics; Physics; Orthogonal polynomials; Classical orthogonal polynomials; Gegenbauer polynomials","score_opus":0.00304268833532939,"score_gpt":0.17592441123106878,"score_spread":0.1728817228957394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2991509302","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.124286026,0.000008871087,0.8709346,0.0000062478025,0.00011734542,0.00019141848,0.00003128274,0.000035361903,0.004388862],"genre_scores_gemma":[0.93670285,0.000006439355,0.0631136,0.00002095816,0.000025879475,0.0000020399443,0.00009246337,0.000032421674,0.0000033635142],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927443,0.000015401747,0.0002596267,0.00015586257,0.00015950431,0.00013519911],"domain_scores_gemma":[0.9994601,0.00011619064,0.00010164915,0.00026212604,0.000029716182,0.000030216015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011788545,0.00014098019,0.00024801557,0.00014671516,0.00003735941,0.000007177307,0.00011837513,0.000058575315,0.0000634023],"category_scores_gemma":[0.0000055210703,0.00013901632,0.00008065068,0.00018898764,0.000009934622,0.000032054068,0.00003566389,0.00011031719,0.000001950189],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000682275,0.00001285493,0.000008837765,0.00006957914,0.000031414915,1.6953655e-7,0.0001897523,0.8288199,0.121072866,0.04776712,0.0000033613683,0.001955935],"study_design_scores_gemma":[0.00030296398,0.000047818365,0.000011372057,0.00004785728,0.000043572054,2.82164e-7,0.00012983686,0.9452926,0.050134156,0.0038564424,0.000010436492,0.0001226955],"about_ca_topic_score_codex":0.000008088346,"about_ca_topic_score_gemma":0.000019078692,"teacher_disagreement_score":0.8124168,"about_ca_system_score_codex":0.000039102495,"about_ca_system_score_gemma":0.000020483321,"threshold_uncertainty_score":0.56689215},"labels":[],"label_agreement":null},{"id":"W2995091054","doi":"10.1007/s12356-019-00054-3","title":"Stationary complementary energy high-order theory for the static analysis of beams","year":2019,"lang":"en","type":"article","venue":"Annals of Solid and Structural Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; University of Ottawa","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Boundary value problem; Isotropy; Orthotropic material; Nonlinear system; Solid mechanics; Timoshenko beam theory; Kinematics; Mathematical analysis; Beam (structure); Finite element method; Shear stress; Transverse plane; Mathematics; Mechanics; Classical mechanics; Physics; Structural engineering","score_opus":0.011387691199385087,"score_gpt":0.2596100378851762,"score_spread":0.24822234668579113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2995091054","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.509776,0.0014453852,0.4871561,0.00021267124,0.00026551686,0.0002510274,0.0008280895,0.000026853577,0.00003832996],"genre_scores_gemma":[0.9967056,0.0004540686,0.0023477308,0.00014540802,0.000018920215,0.0000039024835,0.00029694222,0.000010762181,0.000016661737],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993233,0.000025733707,0.00029246646,0.000108612076,0.00012898562,0.00012089445],"domain_scores_gemma":[0.9993071,0.00023432185,0.0001006903,0.00016446749,0.00016816915,0.000025229925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013158744,0.00011014868,0.0003048257,0.00013832258,0.00004807898,0.000009263732,0.00010537458,0.000031026684,0.00015547243],"category_scores_gemma":[0.000007701685,0.00007661867,0.00011479219,0.00035317458,0.000015300533,0.00007475183,0.000024314093,0.000035369754,9.2666184e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003216552,0.000003591883,0.00006473723,0.000059941096,0.002289718,9.431452e-8,0.00036201198,0.8907341,0.0030707053,0.08906662,0.0001081466,0.01420821],"study_design_scores_gemma":[0.00015838262,0.00006553872,0.0015880347,0.0000068269064,0.0005961761,3.4547503e-7,0.00028362233,0.9570273,0.0052286396,0.034786914,0.00016210665,0.00009611307],"about_ca_topic_score_codex":0.000051726674,"about_ca_topic_score_gemma":0.00003829473,"teacher_disagreement_score":0.48692957,"about_ca_system_score_codex":0.0000047261283,"about_ca_system_score_gemma":0.0000065136164,"threshold_uncertainty_score":0.3124419},"labels":[],"label_agreement":null},{"id":"W2996943853","doi":"10.1088/1361-665x/ab6694","title":"Robust lightweight multifunctional thermally tailored lattices","year":2019,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Systems, Applications & Products in Data Processing (Canada)","funders":"","keywords":"Materials science; Computer science; Distributed computing","score_opus":0.006435521591713958,"score_gpt":0.1795172047430852,"score_spread":0.17308168315137124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2996943853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961478,0.00027159206,0.000370126,0.00003133189,0.0010197202,0.000108733286,0.00002117819,0.00010057038,0.0019289112],"genre_scores_gemma":[0.998088,0.000060895643,0.001323147,0.000045870573,0.0002130771,0.0000034023772,0.000087256114,0.0000203546,0.00015797619],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993766,0.000019036666,0.00018597368,0.00016656019,0.00010814151,0.00014370488],"domain_scores_gemma":[0.9997407,0.00001645537,0.000034533285,0.00013722855,0.000029667464,0.000041419684],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000047756603,0.00015434039,0.00020704156,0.00006165377,0.000064115804,0.00014969509,0.00007077575,0.00007576174,0.0026398257],"category_scores_gemma":[0.0000026389973,0.000116039504,0.00003354853,0.000059729202,0.000017957944,0.0001237125,0.000025122094,0.000047628753,0.000019157294],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007946608,0.0000070511323,0.0064275796,0.00019910022,0.00028206606,0.0000036966517,0.00038940035,0.16890626,0.8145284,0.0061691357,0.0012589262,0.0017489111],"study_design_scores_gemma":[0.0022919779,0.00017486775,0.5690659,0.00008301673,0.0003303445,0.00006508627,0.00014681029,0.10064153,0.28346106,0.0067694946,0.03527488,0.0016950261],"about_ca_topic_score_codex":0.000016350854,"about_ca_topic_score_gemma":0.0000202713,"teacher_disagreement_score":0.56263834,"about_ca_system_score_codex":0.000011150402,"about_ca_system_score_gemma":0.000004475058,"threshold_uncertainty_score":0.9982719},"labels":[],"label_agreement":null},{"id":"W2999457619","doi":"10.1088/1361-665x/ab6ba9","title":"Dynamic analysis of stepped functionally graded piezoelectric plate with general boundary conditions","year":2020,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Education and Child Care","funders":"National Natural Science Foundation of China","keywords":"Mathematics; Piecewise; Mathematical analysis; Boundary value problem; Vibration; Jacobian matrix and determinant; Basis function; Boundary (topology); Discretization; Displacement (psychology); Applied mathematics","score_opus":0.004211808188829246,"score_gpt":0.1913938283393205,"score_spread":0.18718202015049126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2999457619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99242646,0.00019592469,0.006805281,0.00004356886,0.00009650732,0.00008846031,0.00019991753,0.0000657536,0.000078143465],"genre_scores_gemma":[0.99797064,0.00006417805,0.0012031887,0.000071314156,0.00004157132,0.0000041513945,0.00061892235,0.000015655127,0.000010349062],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993108,0.000023025665,0.0002464341,0.00016853811,0.00012680472,0.00012437916],"domain_scores_gemma":[0.99971616,0.000013513757,0.000064260705,0.00009890855,0.000044905984,0.00006223564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000026389282,0.00015116467,0.000373353,0.00019087664,0.00008484448,0.00008052705,0.00005836814,0.000052051146,0.000413828],"category_scores_gemma":[0.0000034375341,0.00011851661,0.00005978175,0.00056345353,0.00004082354,0.000071820985,0.000013911382,0.000049010032,4.9765663e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017105871,0.00000664859,0.0035466189,0.00012509097,0.0037089842,0.0000063859775,0.00037504148,0.40928116,0.5805088,0.0014624766,0.00020004186,0.0006076762],"study_design_scores_gemma":[0.0011317545,0.00028315102,0.56393296,0.000013961299,0.0043922663,0.000017593358,0.000047433205,0.39379248,0.03343815,0.0017652486,0.0005311989,0.00065378676],"about_ca_topic_score_codex":0.000027119091,"about_ca_topic_score_gemma":0.0000809543,"teacher_disagreement_score":0.56038636,"about_ca_system_score_codex":0.00001345722,"about_ca_system_score_gemma":0.000013025234,"threshold_uncertainty_score":0.48329672},"labels":[],"label_agreement":null},{"id":"W3002357775","doi":"10.1115/imece2019-10796","title":"Electro-Mechanical Behavior of Smart Sandwich Plates With Porous Core and Graphene-Reinforced Nanocomposite Layers","year":2019,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Nanocomposite; Piezoelectricity; Porosity; Graphene; Smart material; Embedment; Composite number; Deflection (physics); Actuator; Nanotechnology","score_opus":0.00330200357534775,"score_gpt":0.18239482973354942,"score_spread":0.17909282615820168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3002357775","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952026,0.00006560684,0.0033185394,0.00000426697,0.000033049662,0.00017443798,0.00000326618,0.00008352964,0.0011147201],"genre_scores_gemma":[0.997521,0.000033203192,0.0022343094,0.000016508275,0.000007896607,0.0000045822626,0.000028652423,0.000018062945,0.00013577777],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99943995,0.0000040581913,0.00017392932,0.00012946058,0.00011209667,0.0001404985],"domain_scores_gemma":[0.9997198,0.0000151436825,0.000032305274,0.00014806022,0.000038588147,0.000046101886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00002790898,0.0001293464,0.0002166088,0.00009047865,0.00002305851,0.000020333164,0.000063779655,0.00005911579,0.00010112744],"category_scores_gemma":[4.2097298e-7,0.0000985619,0.00004248192,0.00017312205,0.0000133669,0.00007671795,0.000015367901,0.00007093801,0.0000023439502],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011029911,0.000011316366,0.044405576,0.00007445516,0.00021268723,0.0000040217965,0.00013734274,0.0875012,0.8637633,0.0027269034,0.000049496946,0.0010034081],"study_design_scores_gemma":[0.0018651191,0.0007933952,0.020490333,0.00006514478,0.0004359593,0.00007692663,0.00009406152,0.43936366,0.5359877,0.000059835744,0.0001678762,0.00060003845],"about_ca_topic_score_codex":0.000044114855,"about_ca_topic_score_gemma":0.00005185532,"teacher_disagreement_score":0.35186246,"about_ca_system_score_codex":0.000011849229,"about_ca_system_score_gemma":0.000004638198,"threshold_uncertainty_score":0.40192375},"labels":[],"label_agreement":null},{"id":"W3005522757","doi":"10.1007/s00707-020-02620-y","title":"Effect of rotational restraints on the stability of curved composite panels under shear loading","year":2020,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Solid mechanics; Buckling; Potential energy; Ritz method; Curvature; Boundary value problem; Materials science; Stiffness; Structural engineering; Parametric statistics; Shear (geology); Mathematics; Geometry; Mathematical analysis; Composite material; Classical mechanics; Physics; Engineering","score_opus":0.017700781504750903,"score_gpt":0.22867235542303802,"score_spread":0.2109715739182871,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3005522757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9809974,0.000018788707,0.01756148,0.0004832532,0.000050711,0.00019130518,0.000018659304,0.000040428626,0.00063797744],"genre_scores_gemma":[0.9995472,0.0000061614955,0.0003397407,0.000051689563,0.00002378614,0.0000030825004,0.000016211665,0.000011308516,8.432736e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99930525,0.00010877998,0.00021591294,0.00011322756,0.00017375102,0.000083064406],"domain_scores_gemma":[0.99932724,0.00036902857,0.00005724402,0.00017353956,0.000037428486,0.00003554261],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018873492,0.000093331415,0.0001952444,0.000024603416,0.000029456889,0.000009334918,0.00013238893,0.000037826157,0.00021823142],"category_scores_gemma":[0.00006347374,0.000066461886,0.00008822105,0.00019092485,0.000015734726,0.00004061112,0.00002286895,0.000101676196,0.0000023106825],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000897999,0.000011527445,0.00010226744,0.0001007719,0.00014314224,3.8416886e-7,0.00039674545,0.10816592,0.88790005,0.0021562201,0.00006611069,0.0008670424],"study_design_scores_gemma":[0.0002408115,0.00021743892,0.0014238382,0.000032746684,0.00006958765,4.3113656e-7,0.000032813667,0.26325595,0.73436147,0.00025012717,0.000028068922,0.00008669328],"about_ca_topic_score_codex":0.0000070691412,"about_ca_topic_score_gemma":0.0000012999072,"teacher_disagreement_score":0.15509002,"about_ca_system_score_codex":0.000020692882,"about_ca_system_score_gemma":0.0000066112984,"threshold_uncertainty_score":0.27102372},"labels":[],"label_agreement":null},{"id":"W3006963531","doi":"10.1016/j.compstruct.2020.112097","title":"Mechanical behavior of thick composite tubes under four-point bending","year":2020,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Bending; Composite number; Composite material; Flexural strength; Stiffness; Three point flexural test; Finite element method; Structural engineering; Bending stiffness; Point (geometry); Engineering; Mathematics; Geometry","score_opus":0.016699303898679182,"score_gpt":0.23171857749784847,"score_spread":0.21501927359916928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3006963531","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9164562,0.0006266936,0.08022873,0.0002913166,0.00041918558,0.0003006678,0.000054900967,0.0004038182,0.0012184901],"genre_scores_gemma":[0.9872686,0.00004428977,0.012050757,0.00025814673,0.0002194061,0.0000063019284,0.00008940798,0.00005903686,0.0000040178065],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984095,0.000054315366,0.0005446209,0.00034311548,0.0003451708,0.0003032888],"domain_scores_gemma":[0.99924284,0.000065438035,0.00007252011,0.00031783394,0.00009788107,0.00020348308],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0000545641,0.00034364883,0.00054599583,0.00014409784,0.00012530395,0.00008560839,0.00037775174,0.00015781738,0.00027848882],"category_scores_gemma":[0.00000937167,0.0003201753,0.00025313534,0.000415055,0.00006312108,0.00015905921,0.0001305804,0.00034357834,0.0000071843347],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004151623,0.000013669146,0.0018809052,0.000107803746,0.0002346947,0.000014595988,0.00045491257,0.25481266,0.7351758,0.0050953142,0.00032649198,0.0018416658],"study_design_scores_gemma":[0.001302254,0.00022591413,0.05064494,0.000091329355,0.0009380234,0.00009196901,0.00015602594,0.3142779,0.6264788,0.0040473454,0.00058202463,0.0011635202],"about_ca_topic_score_codex":0.000017020853,"about_ca_topic_score_gemma":0.000009101928,"teacher_disagreement_score":0.108697,"about_ca_system_score_codex":0.000056349072,"about_ca_system_score_gemma":0.000011914265,"threshold_uncertainty_score":0.999925},"labels":[],"label_agreement":null},{"id":"W3011786625","doi":"10.1177/1099636220908707","title":"Temperature effect on free vibration response of a smart multifunctional sandwich plate","year":2020,"lang":"en","type":"article","venue":"Journal of Sandwich Structures & Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Graphene; Composite material; Nanocomposite; Stiffness; Smart material; Natural frequency; Plate theory; Porosity; Vibration; Smart polymer; Material properties; Sandwich-structured composite; Core (optical fiber); Polymer; Nanotechnology; Acoustics","score_opus":0.004905179716315442,"score_gpt":0.20794076165299763,"score_spread":0.2030355819366822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011786625","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974966,0.00024419866,0.00080285815,0.00021916794,0.00091847556,0.00014173245,0.00009596552,0.000046537785,0.000034439265],"genre_scores_gemma":[0.99698865,0.000040266095,0.002076723,0.00014894856,0.00068169064,0.00000170487,0.000026207525,0.000031579813,0.000004232508],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983107,0.00021009523,0.0007593479,0.0001479145,0.00041714218,0.00015480041],"domain_scores_gemma":[0.9989989,0.00017600182,0.0003474962,0.00019089585,0.00017359368,0.00011315572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035808227,0.00025429938,0.0006164201,0.00020358585,0.00006370078,0.00010477726,0.00023325565,0.000164283,0.00042397645],"category_scores_gemma":[0.00024437305,0.0001839625,0.00017289357,0.00023970932,0.000024933166,0.00019612325,0.000030782394,0.00021670488,0.0000022109245],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004542954,0.0000064495653,0.0001576678,0.00011892056,0.00024448658,0.0000129577165,0.00027211948,0.081417866,0.9104817,0.000025799567,0.0024598923,0.0002591793],"study_design_scores_gemma":[0.0018254917,0.0010476373,0.026509125,0.00009943509,0.0001886218,0.000065458895,0.000019842404,0.0014728407,0.9681662,0.00015417843,0.00024765494,0.00020351587],"about_ca_topic_score_codex":0.000002932628,"about_ca_topic_score_gemma":0.0000020879797,"teacher_disagreement_score":0.07994502,"about_ca_system_score_codex":0.0000478601,"about_ca_system_score_gemma":0.00003545844,"threshold_uncertainty_score":0.75017726},"labels":[],"label_agreement":null},{"id":"W3012148292","doi":"10.22115/scce.2020.218142.1173","title":"An Innovative Optimized Design for Laminated Composites in terms of a Proposed Bi-Objective Technique","year":2020,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Composite material; Materials science; Structural engineering; Engineering","score_opus":0.11873639907553742,"score_gpt":0.4709052947124283,"score_spread":0.3521688956368909,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3012148292","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2499709,0.00080809125,0.74542654,0.00006345921,0.000090621135,0.0025360568,0.00007267563,0.000114081275,0.0009176079],"genre_scores_gemma":[0.9535576,0.00037259853,0.045776017,0.00005376869,0.000039531198,0.00009012841,0.000051720785,0.000054743443,0.0000038878143],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99813503,0.00020239619,0.00086831243,0.00030852453,0.0002589105,0.00022681805],"domain_scores_gemma":[0.9985183,0.00022149978,0.0004582108,0.00023266562,0.00046079358,0.00010856284],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00055590086,0.00028434917,0.0008904751,0.0008739364,0.000069771886,0.0002892716,0.0011054942,0.00011714748,0.00038739998],"category_scores_gemma":[0.00013083605,0.00025849987,0.00011602478,0.0026662054,0.00006354467,0.0011697634,0.00014594366,0.0002675094,3.5436923e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004421051,0.00008178541,0.011372681,0.00011072946,0.00020436055,0.0000056712356,0.0006131996,0.3132659,0.67141527,0.000030453239,0.00035799388,0.0020998402],"study_design_scores_gemma":[0.0010260087,0.00006411522,0.029738307,0.00022624586,0.00007809119,0.0000023179393,0.000048550537,0.22673677,0.7407063,0.0009841844,0.000053009106,0.00033609098],"about_ca_topic_score_codex":0.00007908371,"about_ca_topic_score_gemma":0.0000110973915,"teacher_disagreement_score":0.7035867,"about_ca_system_score_codex":0.000095071446,"about_ca_system_score_gemma":0.000047354904,"threshold_uncertainty_score":0.9999867},"labels":[],"label_agreement":null},{"id":"W3013357840","doi":"10.1016/j.compstruct.2020.112225","title":"Global/local analytical and numerical free vibration analysis of sandwich columns","year":2020,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Vibration; Structural engineering; Dimensioning; Finite element method; Modal; Kinematics; Displacement field; Bernoulli's principle; Core (optical fiber); Elasticity (physics); Computer science; Engineering; Materials science; Physics; Classical mechanics; Acoustics; Composite material","score_opus":0.005595905593953667,"score_gpt":0.21522621639340062,"score_spread":0.20963031079944694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3013357840","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3589204,0.0005335094,0.6387137,0.00022514991,0.0000652136,0.00009478233,0.000111764224,0.00013420773,0.0012012725],"genre_scores_gemma":[0.99339324,0.0000219721,0.00620926,0.00017028928,0.000065514585,0.0000012305409,0.00012457898,0.00001261518,0.0000012916233],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998969,0.000034681914,0.00035049094,0.00025464778,0.00022935135,0.00016181612],"domain_scores_gemma":[0.99942935,0.00003755785,0.00005774036,0.00024315591,0.00006605855,0.00016616326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000026845792,0.00018828809,0.0005035039,0.00013757456,0.00006001028,0.000063496875,0.00019612699,0.00009490664,0.00016010084],"category_scores_gemma":[0.000017321268,0.00017786646,0.00017051316,0.0015825059,0.00007742592,0.000089430774,0.000082446226,0.00009507239,6.615345e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000472663,0.0000072800754,0.030263256,0.000045908997,0.0017139514,0.000003960163,0.0002584797,0.95520824,0.0036428047,0.0032530094,0.0007903902,0.0047654724],"study_design_scores_gemma":[0.00021667987,0.000036031463,0.18499245,0.0000026630773,0.0012835083,0.00000241874,0.000019433897,0.81199443,0.00069008005,0.00048320065,0.00012706341,0.00015205823],"about_ca_topic_score_codex":0.00004223304,"about_ca_topic_score_gemma":0.00004159739,"teacher_disagreement_score":0.63447285,"about_ca_system_score_codex":0.00003768434,"about_ca_system_score_gemma":0.000009029427,"threshold_uncertainty_score":0.7253184},"labels":[],"label_agreement":null},{"id":"W3014014476","doi":"10.1177/0021998320912479","title":"Using fractional derivatives for improved viscoelastic modeling of textile composites. Part I: Fabric yarns","year":2020,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Viscoelasticity; Fractional calculus; Composite material; Relaxation (psychology); Constitutive equation; Stress relaxation; Creep; Modulus; Stress (linguistics); Polypropylene; Mathematical analysis; Structural engineering; Mathematics; Finite element method","score_opus":0.028777417438393665,"score_gpt":0.2540370333187036,"score_spread":0.22525961588030993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3014014476","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4286125,0.00020587025,0.5706145,0.00006497326,0.00031065673,0.00010186293,0.000046698395,0.000017027487,0.000025861043],"genre_scores_gemma":[0.961263,0.000046610847,0.038037345,0.000054419892,0.00053593004,0.0000015705791,0.000027936354,0.00003194935,0.0000012541865],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986315,0.000041958367,0.00089881744,0.00010828283,0.0001650804,0.00015440903],"domain_scores_gemma":[0.99900526,0.000087565444,0.00041859015,0.00008436538,0.00031026095,0.00009396094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013195437,0.00017707962,0.00058703974,0.0001414844,0.0000678436,0.00008565836,0.00015942473,0.000061852326,0.00009631079],"category_scores_gemma":[0.000027195982,0.00016023351,0.00017481792,0.00017646624,0.000019511435,0.00026490705,0.000029070108,0.00009231322,7.211983e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009067153,0.000009843289,0.000013687282,0.000055141754,0.00013308002,5.5045274e-7,0.00011213115,0.49611187,0.50335544,0.000016742186,0.000032791926,0.000068037945],"study_design_scores_gemma":[0.00047892213,0.00011029589,0.00006244727,0.00007796253,0.0002069046,0.000017544726,0.000027444703,0.7899249,0.20868264,0.0000896888,0.00018864169,0.00013259139],"about_ca_topic_score_codex":0.00000422491,"about_ca_topic_score_gemma":4.5096118e-7,"teacher_disagreement_score":0.5326505,"about_ca_system_score_codex":0.000047758374,"about_ca_system_score_gemma":0.000027423119,"threshold_uncertainty_score":0.6534133},"labels":[],"label_agreement":null},{"id":"W3014271527","doi":"10.5539/mas.v14n4p111","title":"Development of a Numerical Model for Vibration Analysis of Low Folded Shells under Dynamic Actions","year":2020,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tridiagonal matrix; Lanczos resampling; Eigenvalues and eigenvectors; Finite element method; Vibration; Lanczos algorithm; Applied mathematics; Matrix (chemical analysis); Computer science; Numerical analysis; Work (physics); Mathematics; Algorithm; Mathematical optimization; Mathematical analysis; Structural engineering; Physics","score_opus":0.018659116272701472,"score_gpt":0.24372134864585804,"score_spread":0.22506223237315656,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3014271527","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05113581,0.0000070435613,0.9484771,0.000022178243,0.000009924946,0.00010856374,0.0000070244637,0.000029306106,0.00020306042],"genre_scores_gemma":[0.8693889,0.0000016248947,0.1305433,0.000025373467,0.0000026959544,0.000010455553,0.000019462674,0.0000057700545,0.0000024276276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99926424,0.0000017359952,0.00024200958,0.0001775519,0.00020773272,0.0001067051],"domain_scores_gemma":[0.99970645,0.000012599081,0.000056953075,0.0001142027,0.000059609407,0.000050211227],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000067348,0.00007311054,0.00019247955,0.00018909524,0.000066119195,0.000015001506,0.00014503655,0.000024827836,0.000009777438],"category_scores_gemma":[0.0000036506453,0.000071128234,0.00006580033,0.0013632459,0.00003744935,0.00007982185,0.000022843142,0.00003082265,4.1831646e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029030064,0.0000050925546,0.000002124551,0.000010495623,0.00005178906,3.4381424e-9,0.0008413627,0.5783495,0.4186271,0.00023046932,7.981364e-7,0.0018783896],"study_design_scores_gemma":[0.00007656274,0.0000032757534,0.00042559823,0.0000016530346,0.00013574319,1.9529784e-8,0.00003520066,0.96783316,0.031243833,0.00017374258,0.000001298726,0.00006993948],"about_ca_topic_score_codex":5.809637e-7,"about_ca_topic_score_gemma":0.000011797128,"teacher_disagreement_score":0.81825304,"about_ca_system_score_codex":0.000056681274,"about_ca_system_score_gemma":0.00005663437,"threshold_uncertainty_score":0.29005253},"labels":[],"label_agreement":null},{"id":"W3017153910","doi":"10.1007/s40819-020-00806-5","title":"Vibration Analysis of Orthotropic Functionally Graded Composite Plates in Thermal Environment Using High-Order Shear Deformation Theory: Frequency Suppression by Tuning the In-Plane Forces","year":2020,"lang":"en","type":"article","venue":"International Journal of Applied and Computational Mathematics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Orthotropic material; Materials science; Vibration; Composite number; Structural engineering; Shear (geology); Plate theory; Composite material; Thermal; Computational Science and Engineering; Deformation (meteorology); Physics; Acoustics; Finite element method; Mathematics; Engineering; Thermodynamics","score_opus":0.005305788400515756,"score_gpt":0.19257693678430854,"score_spread":0.18727114838379277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3017153910","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7243216,0.000087782595,0.27528703,0.00012103555,0.000040434807,0.00006378777,0.0000113173655,0.000005102964,0.00006189325],"genre_scores_gemma":[0.97559434,0.000037368343,0.024126504,0.00006711331,0.000040382653,0.0000016830401,0.00012372171,0.000008452347,4.0820666e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988248,0.000027053868,0.0006210445,0.00007838352,0.00037919,0.00006957724],"domain_scores_gemma":[0.9993792,0.00016858487,0.00029516098,0.000040545114,0.000087339955,0.000029121842],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001572823,0.00010946667,0.0002428037,0.00027554616,0.000033770648,0.000045601875,0.00013508751,0.00004078825,0.000050856324],"category_scores_gemma":[0.000008079751,0.000082560364,0.00005697439,0.0002938969,0.000028211845,0.0001760161,0.000023741433,0.00012898304,3.84857e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004253873,0.00002996699,0.0007408903,0.00001936939,0.00039467486,0.0000016059213,0.0017407553,0.94968396,0.04063814,0.0061245384,0.0000027479953,0.000580787],"study_design_scores_gemma":[0.00046588574,0.000023545304,0.013559089,0.000038927268,0.00018022183,0.000006802669,0.00031846963,0.9717254,0.0013639148,0.0122286575,0.0000032969413,0.0000857745],"about_ca_topic_score_codex":0.0000059764416,"about_ca_topic_score_gemma":0.0000026719515,"teacher_disagreement_score":0.25127277,"about_ca_system_score_codex":0.00005544087,"about_ca_system_score_gemma":0.000014073007,"threshold_uncertainty_score":0.33667138},"labels":[],"label_agreement":null},{"id":"W3024038561","doi":"10.21595/jve.2019.20575","title":"Stress analysis of rotating functionally graded polar orthotropic disk under thermomechanical loading","year":2020,"lang":"en","type":"article","venue":"Journal of Vibroengineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Orthotropic material; Radial stress; Materials science; Stress (linguistics); RADIUS; Mechanics; Isotropy; Deformation (meteorology); Elastic modulus; Elasticity (physics); Boundary value problem; Composite material; Material properties; Finite element method; Physics; Optics; Thermodynamics","score_opus":0.007838504187011831,"score_gpt":0.19568919631108328,"score_spread":0.18785069212407146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3024038561","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.500318,0.00033871172,0.4990969,0.000046714216,0.00010779316,0.000024419622,0.0000060624648,0.000031475185,0.000029922241],"genre_scores_gemma":[0.9926991,0.000059892092,0.006991566,0.000024091914,0.00018723852,4.7667007e-7,0.0000098002765,0.000026018264,0.0000018526217],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99883074,0.000018948378,0.00060878275,0.00009739463,0.00029236052,0.00015178749],"domain_scores_gemma":[0.99942493,0.000060047838,0.0001849624,0.00009685397,0.000109441215,0.0001237759],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007990652,0.0001502286,0.00047306658,0.00038690196,0.000028543314,0.00003423058,0.0001531624,0.000050774357,0.0000735778],"category_scores_gemma":[0.000034296863,0.00013540097,0.00036173227,0.0011169101,0.000007263341,0.00018412303,0.000021813848,0.00024031685,3.2887658e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012407137,0.0000070304573,0.0032846448,0.00004920824,0.0017557084,0.0000059282415,0.00014804277,0.921944,0.07181119,0.00023782451,0.000008731303,0.00073526823],"study_design_scores_gemma":[0.00022589944,0.00006603941,0.027961148,0.00004909872,0.001160318,0.00000648689,0.00008775981,0.9661059,0.004169498,0.0000140543025,0.00002300229,0.00013081604],"about_ca_topic_score_codex":0.0000030208466,"about_ca_topic_score_gemma":0.00000348176,"teacher_disagreement_score":0.49238107,"about_ca_system_score_codex":0.000046877758,"about_ca_system_score_gemma":0.000011788166,"threshold_uncertainty_score":0.5521492},"labels":[],"label_agreement":null},{"id":"W3025736756","doi":"10.2140/memocs.2020.8.47","title":"IBVP for electromagneto-elastic materials: variational approach","year":2020,"lang":"en","type":"article","venue":"Mathematics and Mechanics of Complex Systems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Division of Civil, Mechanical and Manufacturing Innovation; University of Pittsburgh; Otto von Guericke University Magdeburg; College of Engineering, Michigan State University; University of North Carolina at Chapel Hill; Universität Duisburg-Essen; Akademie Věd České Republiky; Bilkent Üniversitesi; Freie Universität Berlin; Università degli Studi dell'Aquila; Centre National de la Recherche Scientifique; Universität zu Köln; Vanderbilt University; Università degli Studi di Pavia; Université de Lyon; Universität Wien; McGill University; Indian National Science Academy; Michigan State University; Carnegie Mellon University; Universidad Rey Juan Carlos; Louisiana State University; Wayne State University; National Science Foundation","keywords":"Materials science; Applied mathematics; Mathematics","score_opus":0.019703759780865797,"score_gpt":0.20169713483131094,"score_spread":0.18199337505044513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3025736756","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00461087,0.00018146608,0.9941773,0.000020113916,0.000091648144,0.0003098351,0.000057168865,0.000053104806,0.000498531],"genre_scores_gemma":[0.9163964,0.000016292957,0.08332795,0.000013299105,0.00010664773,0.00002617813,0.00008239437,0.000023123443,0.000007721687],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99934006,0.000008201857,0.0003298564,0.00010146979,0.00011708491,0.000103318744],"domain_scores_gemma":[0.9996606,0.000049654253,0.000085738095,0.00008860626,0.00006807202,0.000047324324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010612265,0.00010832521,0.00030907805,0.000038166687,0.0000331681,0.000049129227,0.000081078775,0.000044242825,0.000016157504],"category_scores_gemma":[0.000017407529,0.000098588374,0.00003915656,0.00008762246,0.000003960048,0.000025848447,0.00001689796,0.00002733686,6.708704e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008426717,0.000021834509,4.1413975e-7,0.0022771044,0.00014614231,1.3157644e-7,0.00055040244,0.122989066,0.2607981,0.6127531,0.00033081215,0.00012445702],"study_design_scores_gemma":[0.00019999866,0.00006641595,0.0000024176115,0.000017295188,0.00007191437,0.0000046157556,0.000071324954,0.99452287,0.001295092,0.0032220858,0.00042709336,0.00009889348],"about_ca_topic_score_codex":0.000002263884,"about_ca_topic_score_gemma":3.628621e-7,"teacher_disagreement_score":0.91178554,"about_ca_system_score_codex":0.000010358413,"about_ca_system_score_gemma":0.000006195442,"threshold_uncertainty_score":0.40203172},"labels":[],"label_agreement":null},{"id":"W3027902155","doi":"10.1080/15397734.2020.1766496","title":"Electro-mechanical performance of smart piezoelectric nanocomposite plates reinforced by zinc oxide and gallium nitride nanowires","year":2020,"lang":"en","type":"article","venue":"Mechanics Based Design of Structures and Machines","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario College of Art and Design; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Piezoelectricity; Composite material; Nanowire; Nanocomposite; Deflection (physics); Gallium nitride; Nanogenerator; Nanotechnology","score_opus":0.004866278351767928,"score_gpt":0.17744202402513146,"score_spread":0.17257574567336353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3027902155","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60679334,0.0016192258,0.39114362,0.0000619054,0.000037636095,0.00022960115,0.000026138188,0.00007744072,0.00001106529],"genre_scores_gemma":[0.98834294,0.0006338144,0.010809564,0.00011179998,0.000023048076,0.0000047601798,0.00003631496,0.000032638593,0.00000511483],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988781,0.00003890922,0.00041734966,0.00024446927,0.0002003197,0.00022082576],"domain_scores_gemma":[0.99945766,0.00008297788,0.00013097815,0.00014200194,0.000073769916,0.0001126063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010204863,0.00027574564,0.00046051733,0.00013331028,0.00007962242,0.000032148426,0.00014861014,0.00011906432,0.000018981766],"category_scores_gemma":[0.00002373539,0.00023630071,0.00007111333,0.00033455974,0.000021821468,0.0001037897,0.000037200014,0.00015921493,1.3881326e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025715935,0.000003383336,0.00007497616,0.0002291401,0.0000862157,9.1366763e-7,0.000050302147,0.16079131,0.8337264,0.0011662106,0.00015281107,0.0034611528],"study_design_scores_gemma":[0.00033429023,0.00028642573,0.000043809494,0.000015759759,0.000074671625,0.000004548076,0.000002276004,0.6091196,0.38961965,0.00031923837,0.00003355313,0.0001461783],"about_ca_topic_score_codex":0.000033200875,"about_ca_topic_score_gemma":0.0000026625048,"teacher_disagreement_score":0.4483283,"about_ca_system_score_codex":0.00001413819,"about_ca_system_score_gemma":0.000021457925,"threshold_uncertainty_score":0.9636063},"labels":[],"label_agreement":null},{"id":"W3029856","doi":"","title":"Digest Paper: ANALYSIS OF CIRCULAR-CYLINDRICAL AND CONICAL CONCRETE CONTAINERS BY FINITE DIFFERENCES","year":2016,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Conical surface; Stiffness; Enhanced Data Rates for GSM Evolution; Structural engineering; Tension (geology); Geometry; Finite element method; Bending; Mathematics; Bending stiffness; Numerical analysis; Bending moment; Mechanics; Materials science; Engineering; Mathematical analysis; Physics; Compression (physics); Composite material","score_opus":0.003995953328218528,"score_gpt":0.18536951633089938,"score_spread":0.18137356300268084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3029856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8953971,0.00053692504,0.10001612,0.0002313752,0.000043400752,0.00006284546,0.000047845355,0.00008047107,0.0035838995],"genre_scores_gemma":[0.99929875,0.00034278168,0.00020528451,0.000045102614,0.00001053005,0.0000018980109,0.000025755078,0.0000067569954,0.000063157204],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993708,0.000021254715,0.00023639627,0.00014417,0.00011243334,0.00011493662],"domain_scores_gemma":[0.9994989,0.00022807372,0.000031600437,0.00013484417,0.000038047987,0.00006850395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004733682,0.00010484132,0.0003433928,0.000106492276,0.000020754747,0.000019350859,0.00006763291,0.00006348404,0.000382337],"category_scores_gemma":[0.000024936693,0.00006374275,0.00010625378,0.00030992474,0.00006626784,0.00006830147,0.000017628186,0.000038231366,0.0000011469568],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055409637,0.000016666896,0.4877009,0.000056306526,0.009107718,0.0000074942373,0.0003584477,0.02433887,0.45548406,0.007660198,0.001206695,0.014007239],"study_design_scores_gemma":[0.0014986215,0.00012450475,0.16987474,0.000031347976,0.0034489112,0.0000023396694,0.00008847704,0.81310284,0.0073435614,0.00011364016,0.003713439,0.0006575933],"about_ca_topic_score_codex":0.0000328167,"about_ca_topic_score_gemma":0.000030185714,"teacher_disagreement_score":0.78876394,"about_ca_system_score_codex":0.000015853695,"about_ca_system_score_gemma":0.0000040622995,"threshold_uncertainty_score":0.41863218},"labels":[],"label_agreement":null},{"id":"W3040899454","doi":"10.22059/jcamech.2020.283714.414","title":"Dynamic response determination of viscoelastic annular plates using FSDT – perturbation approach","year":2020,"lang":"en","type":"article","venue":"Applied and Computational Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Viscoelasticity; Finite element method; Parametric statistics; Displacement field; Equations of motion; Mechanics; Mathematical analysis; Perturbation (astronomy); Elasticity (physics); Rotational symmetry; Classical mechanics; Physics; Mathematics; Thermodynamics","score_opus":0.006658186545362218,"score_gpt":0.19441942405545568,"score_spread":0.18776123751009346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3040899454","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18411432,0.000073983676,0.8155817,0.000022306303,0.00002074131,0.00008215591,0.000006572751,0.000041514308,0.00005669012],"genre_scores_gemma":[0.9305891,0.000007055338,0.06925213,0.00004233066,0.0000139023205,0.0000028381066,0.00007865025,0.000013254932,7.726433e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947494,0.000015297228,0.00018032572,0.00013040639,0.00013176455,0.00006728159],"domain_scores_gemma":[0.9997524,0.00006676172,0.000050223167,0.000042816002,0.00004979528,0.000037987502],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000059007987,0.000095186,0.00013161206,0.000070980066,0.000048499078,0.00002183057,0.000044614375,0.000047170743,0.000005014455],"category_scores_gemma":[0.000010272356,0.00009921866,0.000025895013,0.00019562994,0.000007793486,0.00005933802,0.000017357554,0.000054005945,6.4390247e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049261627,0.000005686747,0.0000018807104,0.000044708526,0.000017677374,2.7818461e-7,0.00039676388,0.97371703,0.0152494125,0.0076736347,0.0000013846662,0.0028422857],"study_design_scores_gemma":[0.00018838415,0.000026592787,0.00013255053,0.0000059635904,0.000041546136,0.0000033965646,0.000078390935,0.9919956,0.0005217461,0.006898164,0.000009539567,0.00009813732],"about_ca_topic_score_codex":4.1197467e-7,"about_ca_topic_score_gemma":1.4091901e-7,"teacher_disagreement_score":0.74647474,"about_ca_system_score_codex":0.000024311497,"about_ca_system_score_gemma":0.000010985751,"threshold_uncertainty_score":0.40460193},"labels":[],"label_agreement":null},{"id":"W3041632984","doi":"10.32920/ryerson.14645979.v1","title":"Nonlinear Instability and Reliability Analysis of Composite Laminated Beams","year":2021,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Image warping; Instability; Nonlinear system; Beam (structure); Structural engineering; Composite number; Equations of motion; Bending; Shear (geology); Mechanics; Physics; Materials science; Classical mechanics; Engineering; Computer science; Composite material","score_opus":0.0032729824743253787,"score_gpt":0.20136918757679684,"score_spread":0.19809620510247145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041632984","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9686815,0.00013292806,0.02851583,0.000028666156,0.000025312025,0.000032893135,0.000019638444,0.000060977385,0.002502246],"genre_scores_gemma":[0.98024195,0.000059273556,0.01949421,0.000012721291,0.0000061318415,6.814703e-7,0.0001471364,0.0000053349636,0.000032565455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940187,0.00002738388,0.0002462231,0.00015866471,0.000089698355,0.00007614876],"domain_scores_gemma":[0.99947476,0.000046322704,0.000022465954,0.00026188363,0.00015770517,0.000036874797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000087370005,0.00008055394,0.00028819134,0.00010737644,0.000023304941,0.000016475338,0.000039697512,0.000045079763,0.00023289904],"category_scores_gemma":[0.000018968049,0.000073453295,0.000103709855,0.0011719258,0.000030145826,0.000056425586,0.0000316629,0.000056239045,4.140918e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000061693604,0.00005142715,0.08022695,0.00006742099,0.0007593868,0.000001820047,0.0001948082,0.89901984,0.016557546,0.000099929166,0.000014182644,0.0030005116],"study_design_scores_gemma":[0.000084347004,0.000006084117,0.16938776,0.0000024306632,0.0006092469,5.3090787e-7,0.000028089162,0.8072281,0.02238074,0.000028371109,0.00016774426,0.00007656116],"about_ca_topic_score_codex":0.00004784009,"about_ca_topic_score_gemma":0.00012280812,"teacher_disagreement_score":0.09179175,"about_ca_system_score_codex":0.000023458451,"about_ca_system_score_gemma":0.00000645771,"threshold_uncertainty_score":0.29953384},"labels":[],"label_agreement":null},{"id":"W3044739866","doi":"10.1016/j.engstruct.2020.111141","title":"Buckling behavior of porous CNT-reinforced plates integrated between active piezoelectric layers","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Materials science; Buckling; Composite material; Porosity; Carbon nanotube; Structural engineering; Engineering","score_opus":0.005665511664273409,"score_gpt":0.19175980388718583,"score_spread":0.18609429222291243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3044739866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85154366,0.00023762265,0.14726073,0.00002029267,0.00015174053,0.00016826238,0.000043388507,0.00045897817,0.000115308045],"genre_scores_gemma":[0.9935801,0.0000185115,0.006032792,0.000016253221,0.00016467854,0.000006369576,0.00012330204,0.000053232612,0.000004744518],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990362,0.00000785959,0.0003433849,0.00018759,0.0001777157,0.00024726996],"domain_scores_gemma":[0.99956864,0.000052204377,0.00006347306,0.00014637833,0.000059446647,0.00010988407],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000025564754,0.00026640142,0.00038424996,0.00020011363,0.000035876674,0.00003328288,0.00019315412,0.00012448036,0.000066492794],"category_scores_gemma":[0.000046150606,0.00025538317,0.00010745034,0.00066083693,0.000013993124,0.00011932487,0.000024441477,0.00030325862,0.0000016855428],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008201537,8.4953064e-7,0.00026228986,0.00005002895,0.00017340585,0.0000036984045,0.0005280239,0.94973874,0.04054411,0.00014435503,0.000044362438,0.00850192],"study_design_scores_gemma":[0.00036169827,0.00007620639,0.0111348545,0.000024111683,0.00024378735,0.0000049599735,0.000064334476,0.75014555,0.23725595,0.00001843697,0.00023931716,0.0004308079],"about_ca_topic_score_codex":0.000029311506,"about_ca_topic_score_gemma":7.0759006e-7,"teacher_disagreement_score":0.19959322,"about_ca_system_score_codex":0.000060427545,"about_ca_system_score_gemma":0.000013499467,"threshold_uncertainty_score":0.99998987},"labels":[],"label_agreement":null},{"id":"W3045834931","doi":"10.1016/j.engstruct.2020.111055","title":"Generalization of the Vlasov theory for lateral torsional buckling analysis of built-up monosymmetric assemblies","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Image warping; Buckling; Structural engineering; Torsion (gastropod); Finite element method; Welding; Moment (physics); Mathematics; Mathematical analysis; Engineering; Computer science; Physics; Mechanical engineering; Classical mechanics","score_opus":0.006756699054594008,"score_gpt":0.20624389680916377,"score_spread":0.19948719775456977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3045834931","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.548724,0.00041105048,0.4503103,0.000030184345,0.00029050175,0.00010123532,0.000048116886,0.00006256436,0.000022059405],"genre_scores_gemma":[0.9927557,0.000016636443,0.0070063076,0.000024762823,0.00010296258,0.0000038504577,0.000058697515,0.000023039818,0.000008016715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99925673,0.000013427599,0.00030908623,0.00012978683,0.00017086155,0.00012008092],"domain_scores_gemma":[0.99953794,0.000094756666,0.000080140555,0.00016757433,0.000084100975,0.000035508496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006345125,0.00014515709,0.0003091512,0.00031501433,0.000035000572,0.000018697827,0.00019741115,0.00006609326,0.00003164431],"category_scores_gemma":[0.00009705867,0.00011143742,0.00026600814,0.0015321184,0.000010669799,0.00006627088,0.000032258467,0.00007416561,6.3120105e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008828465,0.0000013640548,0.0012864796,0.0000814404,0.0007004249,4.3667267e-8,0.00030588068,0.9615823,0.03008927,0.0055547818,0.0000825635,0.00030660213],"study_design_scores_gemma":[0.00012707527,0.00001242541,0.034705028,0.000008127296,0.0006194342,2.4347418e-7,0.000011368972,0.90717375,0.05681644,0.00025685417,0.00015498893,0.00011423865],"about_ca_topic_score_codex":0.000007915438,"about_ca_topic_score_gemma":0.0000018095988,"teacher_disagreement_score":0.44403175,"about_ca_system_score_codex":0.000021602382,"about_ca_system_score_gemma":0.0000073171477,"threshold_uncertainty_score":0.45442858},"labels":[],"label_agreement":null},{"id":"W3048607814","doi":"10.1007/s11012-020-01220-3","title":"Modified couple stress theory for three-dimensional elasticity in curvilinear coordinate system: application to micro torus panels","year":2020,"lang":"en","type":"article","venue":"Meccanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Curvilinear coordinates; Toroid; Isotropy; Displacement field; Elasticity (physics); Geometry; Coordinate system; Mechanics; Torus; Boundary value problem; Finite element method; Galerkin method; Mathematics; Classical mechanics; Physics; Mathematical analysis; Optics","score_opus":0.008683389097760114,"score_gpt":0.20733986521755102,"score_spread":0.1986564761197909,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3048607814","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.211326,0.000107432665,0.7871628,0.00018507852,0.000092565766,0.00059130037,0.00010709704,0.0001621894,0.00026557618],"genre_scores_gemma":[0.99744093,0.0000017425125,0.0021748964,0.00008546563,0.000109888024,0.000070407594,0.00008485131,0.00002496454,0.0000068581394],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992324,0.000018747036,0.00025230763,0.00022866987,0.00010253449,0.00016534197],"domain_scores_gemma":[0.99957144,0.00008164891,0.000034122397,0.00015825233,0.00006309527,0.000091423666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010591178,0.00012832762,0.00022486567,0.00004635641,0.000045555833,0.00002419946,0.00014000708,0.000059985712,0.000018300292],"category_scores_gemma":[0.000024703215,0.00012533588,0.00005647378,0.00024354902,0.0000072804455,0.000040330615,0.00003364819,0.00007900247,0.000012631939],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006511239,0.000009048073,0.00011634589,0.00009944219,0.000030983174,7.5638997e-7,0.000077342345,0.96672606,0.029358845,0.0018980763,0.00012638723,0.0014915884],"study_design_scores_gemma":[0.00030484408,0.000029679757,0.0010020077,0.000024641733,0.000041683325,5.4376534e-7,0.000025392023,0.99073887,0.00713633,0.00008941644,0.0004642402,0.00014235347],"about_ca_topic_score_codex":0.00005970061,"about_ca_topic_score_gemma":0.00017856422,"teacher_disagreement_score":0.78611493,"about_ca_system_score_codex":0.00008174853,"about_ca_system_score_gemma":0.000012178162,"threshold_uncertainty_score":0.5111049},"labels":[],"label_agreement":null},{"id":"W3082799655","doi":"10.1007/s10999-020-09515-9","title":"Dynamic stiffness formulation for transverse and in-plane vibration of rectangular plates with arbitrary boundary conditions based on a generalized superposition method","year":2020,"lang":"en","type":"article","venue":"International Journal of Mechanics and Materials in Design","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Superposition principle; Transverse plane; Vibration; Finite element method; Solid mechanics; Boundary value problem; Stiffness; Mathematical analysis; Plane (geometry); Mathematics; Boundary (topology); Stiffness matrix; Projection (relational algebra); Structural engineering; Geometry; Physics; Engineering; Acoustics; Algorithm","score_opus":0.009250953331802113,"score_gpt":0.24272969416350065,"score_spread":0.23347874083169853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3082799655","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3809497,0.00003136229,0.6186748,0.00011404898,0.000070516006,0.00011109852,0.000043290867,0.0000036269025,0.0000015118367],"genre_scores_gemma":[0.9156205,0.00007920586,0.084122464,0.000054036667,0.00002106436,0.0000050909134,0.000088566645,0.000008935346,1.4658228e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942213,0.000046866433,0.00030100634,0.00006839798,0.00011563954,0.000045944995],"domain_scores_gemma":[0.99969923,0.000077809214,0.000097760356,0.00002390305,0.00007897834,0.000022312845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019859172,0.00007353352,0.00017550093,0.00018785153,0.000013982144,0.00003906374,0.00004376008,0.00004185181,0.000015439591],"category_scores_gemma":[0.000012506113,0.000064581145,0.000020010299,0.00006156682,0.0000031811228,0.00015351422,0.0000028690806,0.00004089784,2.5568589e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011743965,0.000014063383,0.0000053264166,0.000039929047,0.00004826198,0.00000929087,0.00017546763,0.3764135,0.6200177,0.0017572532,0.0000030280937,0.00034177225],"study_design_scores_gemma":[0.0016367307,0.00019896551,0.00043799184,0.00011432348,0.00004216613,0.00001988722,0.000023135435,0.8833306,0.110088244,0.0040342296,0.000004881809,0.000068875444],"about_ca_topic_score_codex":0.0000034124466,"about_ca_topic_score_gemma":0.000008548518,"teacher_disagreement_score":0.53467077,"about_ca_system_score_codex":0.00003175061,"about_ca_system_score_gemma":0.000018246557,"threshold_uncertainty_score":0.26335427},"labels":[],"label_agreement":null},{"id":"W3084017492","doi":"10.32393/csme.2020.1164","title":"Free Vibration Characteristics of a Thin-Walled Ring Under Different Boundary Conditions","year":2020,"lang":"en","type":"article","venue":"Progress in Canadian Mechanical Engineering. Volume 3","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Vibration; Ring (chemistry); Boundary (topology); Boundary value problem; Materials science; Acoustics; Physics; Mathematics; Mathematical analysis","score_opus":0.005878072818957885,"score_gpt":0.1953714553596233,"score_spread":0.18949338254066542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3084017492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71312225,0.0016337148,0.27739963,0.003992367,0.0011633427,0.00094457454,0.0006783195,0.0007438321,0.00032198243],"genre_scores_gemma":[0.99776757,0.000025640282,0.0017512541,0.00011963582,0.000118664946,0.000027507876,0.0001439964,0.000041876152,0.0000038624416],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989207,0.000013927779,0.00038683985,0.00018941713,0.00016501347,0.00032413483],"domain_scores_gemma":[0.9993153,0.000022839156,0.000040675463,0.00021314378,0.00004412919,0.0003638871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000056955043,0.0001870245,0.00031832184,0.0001950394,0.000038681963,0.000059748356,0.0002274322,0.00012450817,0.00019204816],"category_scores_gemma":[0.000053784286,0.00020651273,0.000079451725,0.00033464402,0.00001917728,0.00010455572,0.00003735365,0.0002525903,0.0000035263047],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023572478,0.000050120445,0.008055277,0.0005819007,0.00031931474,0.000056836525,0.0006397245,0.96010524,0.0041354,0.020285306,0.00068945164,0.0050578727],"study_design_scores_gemma":[0.0002656858,0.0000328576,0.01633984,0.00004436375,0.00003374311,0.0000016746857,0.00000886156,0.9814267,0.0005421347,0.00015376211,0.00094118214,0.00020917566],"about_ca_topic_score_codex":0.00076984055,"about_ca_topic_score_gemma":0.009665256,"teacher_disagreement_score":0.28464532,"about_ca_system_score_codex":0.00022340876,"about_ca_system_score_gemma":0.00005898334,"threshold_uncertainty_score":0.8421345},"labels":[],"label_agreement":null},{"id":"W3087312650","doi":"","title":"The Numerical analysis of free vibration of elastic plates with void by Ritz-Method","year":2011,"lang":"en","type":"article","venue":"Studies in mathematical sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Ritz method; Void (composites); Vibration; Mathematics; Structural engineering; Mathematical analysis; Physics; Materials science; Engineering; Composite material; Acoustics; Boundary value problem","score_opus":0.021103227123811453,"score_gpt":0.2836358357594065,"score_spread":0.262532608635595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3087312650","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20400469,0.001171328,0.7895385,0.0000576139,0.000047357942,0.00011912189,0.000006577299,0.000026435115,0.0050283796],"genre_scores_gemma":[0.94071215,0.00008006838,0.05919013,0.000002464818,0.0000035654127,0.000004844049,5.754655e-7,0.000002434488,0.0000037408663],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99929464,0.000029964549,0.00027496525,0.00009343427,0.00020557539,0.00010141039],"domain_scores_gemma":[0.99923545,0.00052296335,0.00006313404,0.00012062381,0.000043737586,0.000014077191],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003527916,0.00006887893,0.00027580388,0.00009509985,0.00007033418,0.000008892037,0.00019378259,0.000016986149,0.000030124194],"category_scores_gemma":[0.00015706396,0.000034855042,0.000046238463,0.0012946501,0.000340742,0.00005937889,0.0000385183,0.000037844038,3.2639306e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055007436,0.00020691278,0.019217495,0.0003772592,0.0044218185,0.0000019607367,0.024929242,0.8718822,0.0037413966,0.06843481,0.00044571914,0.006286188],"study_design_scores_gemma":[0.00008746588,0.00010298631,0.0032782312,0.000038359038,0.00043781838,5.75275e-7,0.0024520203,0.9679262,0.0033313048,0.022249894,0.000004816818,0.00009030539],"about_ca_topic_score_codex":0.000014900718,"about_ca_topic_score_gemma":0.00008296844,"teacher_disagreement_score":0.7367075,"about_ca_system_score_codex":0.000011024543,"about_ca_system_score_gemma":0.0000039041665,"threshold_uncertainty_score":0.14213473},"labels":[],"label_agreement":null},{"id":"W3094246128","doi":"10.1016/j.tws.2020.107190","title":"Closed form solutions for shear deformable thin-walled beams including global and through-thickness warping effects","year":2020,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Image warping; Finite element method; Shear (geology); Timoshenko beam theory; Boundary value problem; Displacement field; Classical mechanics; Geometry; Physics; Deformation (meteorology); Simple shear; Potential energy; Mechanics; Structural engineering; Mathematical analysis; Mathematics; Materials science; Shear stress; Engineering; Computer science","score_opus":0.017716372097763104,"score_gpt":0.24573677959879775,"score_spread":0.22802040750103464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094246128","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3881992,0.004262387,0.59819376,0.0013667844,0.0010853607,0.0017807933,0.00010495684,0.0013380717,0.0036686899],"genre_scores_gemma":[0.9643369,0.00020035105,0.034148008,0.00067500136,0.00038922313,0.00003941323,0.00013345382,0.000063490734,0.000014205367],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979568,0.00004852621,0.0005080251,0.00046317023,0.00032421405,0.00069927494],"domain_scores_gemma":[0.99910444,0.00016205019,0.000117005184,0.00029470056,0.00011654368,0.00020528134],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018178018,0.0004656667,0.0006588452,0.000073493655,0.0007913946,0.00022335074,0.0003198194,0.00026706763,0.00004159955],"category_scores_gemma":[0.00012650205,0.00041326074,0.0002320469,0.00044817658,0.000066600085,0.0005014417,0.00022055658,0.00034604533,0.0000038964104],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022970469,0.0000144057585,0.0002012104,0.0010755758,0.000808852,0.0000093421395,0.011141897,0.94752043,0.00666063,0.025536839,0.0022759829,0.0045251395],"study_design_scores_gemma":[0.0024886865,0.00014169146,0.0018385261,0.000081690036,0.00041636737,0.000031533484,0.0003640352,0.94886357,0.0024023878,0.040710554,0.001927178,0.0007338156],"about_ca_topic_score_codex":0.000080751604,"about_ca_topic_score_gemma":0.00008477434,"teacher_disagreement_score":0.57613766,"about_ca_system_score_codex":0.00018906873,"about_ca_system_score_gemma":0.0000414415,"threshold_uncertainty_score":0.9998319},"labels":[],"label_agreement":null},{"id":"W3095865450","doi":"10.1177/1081286520966032","title":"Modelling and analysis of piezoelectric actuators with partially debonded adhesive layers","year":2020,"lang":"en","type":"article","venue":"Mathematics and Mechanics of Solids","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Actuator; Piezoelectricity; Adhesive; Mechanics; Chebyshev polynomials; Composite material; Layer (electronics); Mathematical analysis; Mathematics; Computer science; Physics","score_opus":0.009867674008214034,"score_gpt":0.19117363295663609,"score_spread":0.18130595894842205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3095865450","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23676015,0.000116092684,0.7629833,0.00001404068,0.0000037177463,0.000048869646,0.0000047518756,0.000014160695,0.000054889],"genre_scores_gemma":[0.9511232,0.00025172383,0.048588492,0.00001155112,0.0000051058673,0.0000013885611,0.000005855534,0.000011784182,9.392485e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99949914,0.0000036706917,0.00021566416,0.00009181405,0.000108403154,0.00008127911],"domain_scores_gemma":[0.99969786,0.000029296463,0.00007836423,0.00008361199,0.00005433033,0.000056510573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000049388076,0.00009578459,0.0003432898,0.00013125406,0.000018329576,0.0000122558695,0.000045061617,0.00003796941,0.0000066591347],"category_scores_gemma":[0.0000063066973,0.000078515906,0.000050723622,0.0004928505,0.000008179846,0.000034637418,0.000014847073,0.000043130844,6.242206e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008921637,0.000009683484,0.000037487745,0.00019861183,0.000922088,6.2079204e-7,0.0020867595,0.9822123,0.0027582727,0.010108882,0.0000028844577,0.0016534614],"study_design_scores_gemma":[0.000116728064,0.00006824944,0.0000024252258,0.000015018671,0.0012178863,5.617387e-7,0.00015325646,0.9909634,0.006298608,0.0010783593,0.0000035992507,0.00008193734],"about_ca_topic_score_codex":0.000003859155,"about_ca_topic_score_gemma":0.0000050465055,"teacher_disagreement_score":0.7143948,"about_ca_system_score_codex":0.000005057664,"about_ca_system_score_gemma":0.0000066312978,"threshold_uncertainty_score":0.32017857},"labels":[],"label_agreement":null},{"id":"W3098094116","doi":"10.1016/j.tws.2020.106711","title":"Analytical and numerical solutions for vibration of a functionally graded beam with multiple fractionally damped absorbers","year":2020,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Laplace transform; Deflection (physics); Viscoelasticity; Vibration; Beam (structure); Stiffness; Mathematical analysis; Physics; Inverse Laplace transform; Mechanics; Mathematics; Structural engineering; Classical mechanics; Acoustics; Optics; Engineering","score_opus":0.012819092415464708,"score_gpt":0.2087796891138524,"score_spread":0.19596059669838767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3098094116","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30261067,0.00020978504,0.6952756,0.00086855504,0.000109488705,0.00040764947,0.000062065825,0.00020558585,0.0002505873],"genre_scores_gemma":[0.9839181,0.0000123470045,0.015536957,0.00017165426,0.00013399505,0.000013502202,0.00017899029,0.000024808794,0.000009701722],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990869,0.000016718448,0.00027533845,0.00022171318,0.00022304471,0.000176269],"domain_scores_gemma":[0.9994482,0.0001424497,0.00007211281,0.00011041683,0.00011765175,0.00010921156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004750454,0.00017238183,0.0002781702,0.00008290112,0.0001399322,0.00004001937,0.000080132384,0.00008637965,0.000096181146],"category_scores_gemma":[0.000066527384,0.00014288748,0.000089083325,0.00023846077,0.000050188628,0.00014238682,0.000021538863,0.0001415489,6.5133054e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032164648,0.00001215701,0.0009909661,0.000067632165,0.00040210033,7.8228135e-7,0.0006416685,0.9815506,0.010239956,0.0046474165,0.0007469883,0.00037809083],"study_design_scores_gemma":[0.0010923049,0.00015642619,0.026320776,0.000007750282,0.00022966656,0.000007692634,0.00010552616,0.9686123,0.0011749178,0.0015531405,0.0005195372,0.00021995026],"about_ca_topic_score_codex":0.000015163969,"about_ca_topic_score_gemma":0.000028921464,"teacher_disagreement_score":0.6813074,"about_ca_system_score_codex":0.000027450003,"about_ca_system_score_gemma":0.000030472038,"threshold_uncertainty_score":0.58267826},"labels":[],"label_agreement":null},{"id":"W3106520848","doi":"10.1007/s00366-020-01208-3","title":"Porosity, mass and geometric imperfection sensitivity in coupled vibration characteristics of CNT-strengthened beams with different boundary conditions","year":2020,"lang":"en","type":"article","venue":"Engineering With Computers","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Boundary value problem; Materials science; Vibration; Porosity; Beam (structure); Transverse plane; Mechanics; Volume fraction; Axial symmetry; Equations of motion; Nonlinear system; Fabrication; Structural engineering; Geometry; Composite material; Classical mechanics; Mathematics; Mathematical analysis; Physics; Engineering; Acoustics","score_opus":0.0026921305676360597,"score_gpt":0.15704026896858586,"score_spread":0.1543481384009498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3106520848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54814345,0.000018379767,0.4516185,0.000021923419,0.000048985985,0.00006965902,0.000007342114,0.00006936917,0.0000023878042],"genre_scores_gemma":[0.99425167,0.000023591427,0.005528923,0.0000145014155,0.000045107867,0.0000038338853,0.000109663844,0.000022285685,3.9807304e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994177,0.0000103619595,0.00017994028,0.00015101476,0.000119962824,0.000120988596],"domain_scores_gemma":[0.9997068,0.0000612957,0.00004538621,0.000084588944,0.000034797864,0.00006710629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000036019675,0.00016026365,0.00026177953,0.00021561448,0.000030714295,0.000046983903,0.000032357744,0.00003984074,0.0000032638611],"category_scores_gemma":[0.0000064627448,0.00014151733,0.000023177156,0.00050852174,0.00001841047,0.00011946592,0.000014493242,0.00012385157,1.7180784e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002127316,0.000010384412,0.014902075,0.00010674995,0.000074268806,0.000008466576,0.0002065197,0.9660985,0.017993389,0.000019971736,0.0000035869743,0.00055483484],"study_design_scores_gemma":[0.00032898647,0.00009634454,0.2578641,0.000050733335,0.00003401616,0.0000072267276,0.0000070380397,0.7392477,0.0022312573,8.546987e-7,0.000005088462,0.0001266958],"about_ca_topic_score_codex":0.000011457046,"about_ca_topic_score_gemma":0.000012320008,"teacher_disagreement_score":0.44610822,"about_ca_system_score_codex":0.000049871865,"about_ca_system_score_gemma":0.000006973233,"threshold_uncertainty_score":0.5770909},"labels":[],"label_agreement":null},{"id":"W3114985129","doi":"10.18280/rcma.305-604","title":"Modal Analysis of Orthotropic Thin Rectangular Plate Based on Analytical and Finite Element Approaches","year":2020,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Direction Générale de la Recherche Scientifique et du Développement Technologique","keywords":"Orthotropic material; Finite element method; Vibration; Modal analysis; Boundary value problem; Structural engineering; Modal; Natural frequency; Normal mode; Numerical analysis; Rayleigh–Ritz method; Mathematical analysis; Mathematics; Engineering; Acoustics; Materials science; Physics; Composite material","score_opus":0.05648632449330863,"score_gpt":0.23807964142943058,"score_spread":0.18159331693612196,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3114985129","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22272035,0.0005293574,0.7747392,0.00017050924,0.00002876824,0.00018922045,0.000059245613,0.00014460982,0.0014187542],"genre_scores_gemma":[0.9202255,0.00018141021,0.07919406,0.00011094452,0.000040086525,0.0000068549716,0.00019797322,0.000032699387,0.000010454403],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99873006,0.00008639253,0.00044067504,0.00032625222,0.00019407735,0.00022252885],"domain_scores_gemma":[0.99923265,0.00019400493,0.000089212255,0.00027401335,0.0000622472,0.00014790212],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012800182,0.00025567194,0.00061639375,0.0003535604,0.00007495667,0.000074682335,0.00014722063,0.000079003126,0.00008445],"category_scores_gemma":[0.00004338212,0.00022415764,0.00024070036,0.0010022785,0.000080036574,0.00009682233,0.00004312129,0.00017179621,0.0000034427558],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006125601,0.000029538262,0.008860648,0.00028429565,0.00090131763,0.000011421173,0.0005531107,0.9854678,0.0010108955,0.00090614776,0.000015065336,0.0018985113],"study_design_scores_gemma":[0.00029052628,0.00013683859,0.0097408565,0.00006082197,0.0012339085,0.0000018434026,0.000023089333,0.9871722,0.0008706142,0.0001068727,0.00013575488,0.00022671476],"about_ca_topic_score_codex":0.000009470203,"about_ca_topic_score_gemma":0.00003258701,"teacher_disagreement_score":0.6975052,"about_ca_system_score_codex":0.000056101737,"about_ca_system_score_gemma":0.000009497385,"threshold_uncertainty_score":0.9140883},"labels":[],"label_agreement":null},{"id":"W3116149521","doi":"10.1002/9781119292371.ch4","title":"Computer‐Aided Synthesis of Characteristic Polynomials","year":2018,"lang":"en","type":"other","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Chebyshev filter; Lossless compression; Chebyshev polynomials; Mathematics; Network synthesis filters; Filter (signal processing); Elliptic filter; Function (biology); Algorithm; Computer science; Prototype filter; Applied mathematics; Mathematical optimization; Filter design; Mathematical analysis; Electronic engineering","score_opus":0.0033756096732340452,"score_gpt":0.18278186897192178,"score_spread":0.17940625929868773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3116149521","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00014147186,0.00013417368,0.085400626,0.000005333882,0.00056989386,0.00010664399,0.00004100289,0.0003756082,0.91322523],"genre_scores_gemma":[0.1041306,0.00096910744,0.104669645,0.00008760525,0.006244581,0.000027248365,0.0003536873,0.0019305636,0.78158695],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99951935,0.000010603648,0.00019735143,0.00011342169,0.00007332271,0.000085948566],"domain_scores_gemma":[0.99962586,0.000023991939,0.00007654957,0.0002294447,0.000017144774,0.000026988428],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000024750116,0.00015362039,0.00037980312,0.00020370493,0.000007215259,0.000013799702,0.00011123201,0.00013008561,0.0110375015],"category_scores_gemma":[0.000004199888,0.00013480583,0.00008525506,0.000089115456,0.000018853756,0.000011290402,0.000017301354,0.00002984006,0.000111703535],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026635064,0.0000083375635,0.000044127737,0.0002682631,0.0005346306,0.000001305541,0.000018743542,0.0014512644,0.0012647661,0.00008543851,0.98151803,0.014802416],"study_design_scores_gemma":[0.00024247584,0.000050658746,0.001165,0.00072001014,0.00076517795,0.0000055797427,0.0000049714213,0.22378759,0.010630254,0.000023044024,0.7615496,0.0010556449],"about_ca_topic_score_codex":0.00004799663,"about_ca_topic_score_gemma":0.00003210226,"teacher_disagreement_score":0.22233632,"about_ca_system_score_codex":0.0000149228845,"about_ca_system_score_gemma":0.0000044517906,"threshold_uncertainty_score":0.98986655},"labels":[],"label_agreement":null},{"id":"W3119893443","doi":"10.2514/6.2021-0562","title":"Dynamic response analysis of the helicopter blades with non-uniform structural properties","year":2021,"lang":"en","type":"article","venue":"AIAA Scitech 2021 Forum","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Finite element method; Nonlinear system; Blade (archaeology); Boundary value problem; Beam (structure); Helicopter rotor; Hinge; Structural engineering; Displacement (psychology); Quadratic equation; Differential equation; Partial differential equation; Mathematical analysis; State variable; Mathematics; Rotor (electric); Control theory (sociology); Computer science; Engineering; Physics; Geometry; Mechanical engineering","score_opus":0.002809775552118711,"score_gpt":0.18553719509075295,"score_spread":0.18272741953863425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3119893443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895131,0.00031218378,0.009156773,0.0004531162,0.000089676934,0.0000917745,0.000021072448,0.00003402016,0.00032829595],"genre_scores_gemma":[0.99707377,0.00002904362,0.0023860133,0.0000543996,0.000009214653,0.0000056907984,0.000030523213,0.000018252562,0.00039309956],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910295,0.00003384093,0.00022972292,0.00018408822,0.00023952266,0.00020988514],"domain_scores_gemma":[0.9992581,0.000023580465,0.000054252927,0.0004821096,0.00014778106,0.000034196302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007914693,0.00015378543,0.00027770837,0.00021961509,0.000110427354,0.00006735002,0.00019115044,0.000059828762,0.00018951348],"category_scores_gemma":[0.000015499549,0.00009316419,0.00019951821,0.0020914061,0.000059317976,0.00012913799,0.00008071446,0.000120547025,0.0000018846937],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008468287,0.0000062649183,0.0061291135,0.000027543409,0.001332877,0.0000052247647,0.00043297862,0.9046891,0.08410418,0.000044112738,0.00005638729,0.0030875881],"study_design_scores_gemma":[0.00018722183,0.00002974903,0.044172443,0.000047754274,0.0007789031,0.000008098824,0.00045436015,0.8912252,0.06253743,0.000033408935,0.00033700094,0.00018840306],"about_ca_topic_score_codex":0.000026152522,"about_ca_topic_score_gemma":0.0011407231,"teacher_disagreement_score":0.03804333,"about_ca_system_score_codex":0.000065626875,"about_ca_system_score_gemma":0.00003890874,"threshold_uncertainty_score":0.37991256},"labels":[],"label_agreement":null},{"id":"W3127504196","doi":"10.1142/s0219455421500838","title":"Nonlinear Dynamic Analysis and Control of FG Cylindrical Shell Fitted with Piezoelectric Layers","year":2021,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Galerkin method; Phase portrait; Nonlinear system; Vibration; Physics; Equations of motion; Parametric oscillator; Control theory (sociology); Shell (structure); Multiple-scale analysis; Parametric statistics; Hamilton's principle; Ordinary differential equation; Mechanics; Mathematical analysis; Classical mechanics; Bifurcation; Differential equation; Mathematics; Materials science; Acoustics; Optics; Computer science","score_opus":0.00234260929759124,"score_gpt":0.20062439683168581,"score_spread":0.19828178753409456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3127504196","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81969506,0.00039877286,0.17956388,0.00013573751,0.00007951826,0.000027740154,0.000062283914,0.0000065785093,0.000030412375],"genre_scores_gemma":[0.9938551,0.00018870461,0.005848335,0.000018399001,0.00003092928,2.1891007e-7,0.00004885045,0.000006879481,0.0000025657473],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99905294,0.000032259588,0.00041564074,0.00011947079,0.00028655192,0.0000931329],"domain_scores_gemma":[0.9989973,0.000099974815,0.00015947837,0.00008213473,0.00059399154,0.00006716317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009189099,0.00011744146,0.00033873896,0.0002122093,0.000028409046,0.00005263876,0.000104452425,0.00005595486,0.000051331277],"category_scores_gemma":[0.00003516834,0.000091361435,0.00011757285,0.00041113154,0.00006422807,0.00014489013,0.000021055026,0.00017827173,3.953746e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061781897,0.00006184352,0.48020387,0.00009942234,0.0075932816,0.00009620596,0.0005475543,0.44581294,0.011803908,0.0004924652,0.000001324604,0.052669365],"study_design_scores_gemma":[0.0006082074,0.000063580075,0.09889322,0.000010157943,0.000481362,0.000114972776,0.000076012264,0.8987017,0.0006717337,0.00028330975,0.000004842082,0.00009087456],"about_ca_topic_score_codex":0.0000212907,"about_ca_topic_score_gemma":0.00047093807,"teacher_disagreement_score":0.4528888,"about_ca_system_score_codex":0.00011428528,"about_ca_system_score_gemma":0.00003149622,"threshold_uncertainty_score":0.3725611},"labels":[],"label_agreement":null},{"id":"W3129500459","doi":"10.1002/nme.6660","title":"Structural analysis of composite tubes using a meshless analytical dimensional reduction method","year":2021,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Reduction (mathematics); Structural engineering; Image warping; Stiffness; Composite number; Materials science; Mathematics; Computer science; Algorithm; Engineering; Geometry","score_opus":0.02316955230843246,"score_gpt":0.388691016385218,"score_spread":0.36552146407678554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3129500459","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14454725,0.00031029794,0.85350597,0.000040368937,0.0014847781,0.00004336158,0.000017754583,0.000028748796,0.000021496446],"genre_scores_gemma":[0.32618496,0.000018744193,0.6735533,0.000009317492,0.00016887607,0.0000023091843,0.00003590749,0.000021703672,0.0000049044497],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99838644,0.00011501428,0.0007257823,0.00021088148,0.00034846624,0.0002134131],"domain_scores_gemma":[0.9989013,0.0003566551,0.00008102114,0.0001281682,0.0004379513,0.00009491101],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004747624,0.00018721307,0.0005620755,0.0009230099,0.00004204404,0.00007533774,0.0002098759,0.000090723675,0.00008246671],"category_scores_gemma":[0.00019284365,0.00018607343,0.00046246577,0.0012968626,0.000015036307,0.00018406507,0.000051261082,0.00029231474,1.2040775e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025060512,0.00001381893,0.00070192345,0.000015003451,0.0019742541,0.000013628623,0.00008377425,0.88678056,0.10218855,0.00044463936,0.0000046523564,0.007754149],"study_design_scores_gemma":[0.0002823963,0.000010724068,0.0026330121,0.00004149924,0.00066033605,0.00021406374,0.000029556144,0.9734383,0.022166194,0.00025372824,0.00009121604,0.0001789645],"about_ca_topic_score_codex":0.000013060268,"about_ca_topic_score_gemma":0.0000014008886,"teacher_disagreement_score":0.18163769,"about_ca_system_score_codex":0.00028468814,"about_ca_system_score_gemma":0.00002824465,"threshold_uncertainty_score":0.7587854},"labels":[],"label_agreement":null},{"id":"W3129876500","doi":"10.1002/9781119756743.ch1","title":"Layer Arrangement Impact on the Electromechanical Performance of a Five‐Layer Multifunctional Smart Sandwich Plate","year":2021,"lang":"en","type":"other","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Composite material; Layer (electronics); Actuator; Smart material; Nanocomposite; Displacement field; Brittleness; Piezoelectricity; Porosity; Structural engineering; Finite element method; Engineering","score_opus":0.008948936113474812,"score_gpt":0.22122388885364874,"score_spread":0.21227495274017394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3129876500","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09008917,0.001552098,0.02445418,0.00018285606,0.0010286801,0.0007791342,0.00008325264,0.00040494816,0.8814257],"genre_scores_gemma":[0.85943496,0.0005066979,0.0011420847,0.00010673722,0.00033462467,0.000023382334,0.0002361907,0.00023374266,0.1379816],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923635,0.000019601326,0.00018597831,0.00017139404,0.00022783165,0.00015886768],"domain_scores_gemma":[0.9995817,0.00003476292,0.00005432092,0.00026394278,0.000033727483,0.00003157654],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006153995,0.00022591189,0.00028000667,0.00012875804,0.000027826109,0.000019972778,0.000110117566,0.00012977555,0.025868196],"category_scores_gemma":[0.0000035285486,0.00013306508,0.00018926556,0.00019509658,0.000008707891,0.0000137327515,0.000020950125,0.0001985121,0.00002123543],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000115594245,0.0000898454,0.00041799567,0.00022189932,0.0034214729,0.000004105776,0.000092821276,0.4757016,0.027758185,0.0006183917,0.48854297,0.0030151177],"study_design_scores_gemma":[0.0005239074,0.00017835911,0.0024018884,0.00024838778,0.00022977042,0.0000060359193,0.000013370916,0.9246635,0.00992063,0.0000145273225,0.06131354,0.00048612925],"about_ca_topic_score_codex":0.00006125124,"about_ca_topic_score_gemma":0.000095582356,"teacher_disagreement_score":0.76934576,"about_ca_system_score_codex":0.00006295962,"about_ca_system_score_gemma":0.000016550188,"threshold_uncertainty_score":0.9750223},"labels":[],"label_agreement":null},{"id":"W3131476925","doi":"10.1177/1099636221993865","title":"Characterization of the vibration, stability and static responses of graphene-reinforced sandwich plates under mechanical and thermal loadings using the refined shear deformation plate theory","year":2021,"lang":"en","type":"article","venue":"Journal of Sandwich Structures & Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Killam Trusts","keywords":"Materials science; Deflection (physics); Composite material; Vibration; Buckling; Composite number; Volume fraction; Sandwich-structured composite; Plate theory; Structural engineering; Deformation (meteorology); Thermal; Material properties; Finite element method; Classical mechanics; Thermodynamics","score_opus":0.00834339848977666,"score_gpt":0.21459126450149169,"score_spread":0.20624786601171502,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3131476925","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98675525,0.00019870853,0.012603608,0.00008097697,0.00020068942,0.00011048212,0.00003927107,0.000008197341,0.0000028218467],"genre_scores_gemma":[0.99832964,0.00021086441,0.0013358038,0.00004235277,0.0000531841,6.21273e-7,0.00001383759,0.000012442164,0.0000012257921],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985832,0.00025619904,0.0007540778,0.00008308947,0.00022241732,0.000100990066],"domain_scores_gemma":[0.99892056,0.00014820049,0.00051574054,0.00015498103,0.00022948178,0.000031052128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053967384,0.0001393126,0.00035489732,0.00008323475,0.00010896162,0.000091217305,0.000097986594,0.00007984164,0.00009061869],"category_scores_gemma":[0.00008534342,0.00007864001,0.000065610024,0.00018696992,0.000077728444,0.0002992953,0.000045252564,0.00009210593,1.7479458e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029439674,0.0000026269906,0.00010379685,0.00011107853,0.0001383266,4.0523958e-7,0.00090934144,0.01660367,0.980577,0.0011174474,0.0000014240278,0.00014047495],"study_design_scores_gemma":[0.00038161472,0.000036444133,0.04463296,0.00008473682,0.00016593697,0.00006267205,0.0002272679,0.008573949,0.94329184,0.0024604728,0.000002006305,0.000080068254],"about_ca_topic_score_codex":0.000006241651,"about_ca_topic_score_gemma":0.0000033625035,"teacher_disagreement_score":0.044529162,"about_ca_system_score_codex":0.000023699318,"about_ca_system_score_gemma":0.000043450586,"threshold_uncertainty_score":0.32068467},"labels":[],"label_agreement":null},{"id":"W3133425782","doi":"10.1007/s00419-021-01882-9","title":"Large deformation behavior of functionally graded porous curved beams in thermal environment","year":2021,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Rayleigh–Ritz method; Materials science; Boundary value problem; Porosity; Mechanics; Nonlinear system; Thermoelastic damping; Material properties; Volume fraction; Geometry; Thermal; Composite material; Physics; Mathematics; Mathematical analysis; Thermodynamics","score_opus":0.003962970029142006,"score_gpt":0.16756301415272642,"score_spread":0.16360004412358442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133425782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7654149,0.00006288161,0.23262669,0.000005621945,0.000060919887,0.0001620417,0.000040678373,0.000021555503,0.0016047256],"genre_scores_gemma":[0.9912772,0.0000560141,0.008284478,0.000009615447,0.000011575296,0.000015188004,0.00033053453,0.0000122084875,0.0000031586933],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993805,0.0000102511,0.000266775,0.00009467732,0.0001444942,0.00010325188],"domain_scores_gemma":[0.9997447,0.00001624525,0.00006239156,0.00014061973,0.000014896206,0.000021111833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006798671,0.00008378324,0.00016150212,0.00007685745,0.000016250757,0.0000035520638,0.00005672524,0.000036301728,0.00008775213],"category_scores_gemma":[0.000001709162,0.00008684494,0.000052789437,0.00010921639,0.0000053257013,0.000034808683,0.000034347107,0.00007683527,0.0000021866965],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022303817,0.00008760141,0.00009200688,0.00003751072,0.00004758757,0.0000018540215,0.0006944198,0.42676803,0.54064596,0.028308356,0.0000055488977,0.0032888511],"study_design_scores_gemma":[0.0016805424,0.00007502798,0.0139609575,0.00003283044,0.00022229506,0.0000053060417,0.00067332794,0.2770924,0.6882022,0.017433848,0.0002578093,0.00036344543],"about_ca_topic_score_codex":0.0000032064854,"about_ca_topic_score_gemma":0.000025494106,"teacher_disagreement_score":0.22586234,"about_ca_system_score_codex":0.000027799328,"about_ca_system_score_gemma":0.0000106608895,"threshold_uncertainty_score":0.35414338},"labels":[],"label_agreement":null},{"id":"W3136941320","doi":"10.1016/j.jcsr.2020.106505","title":"Buckling solutions for compression members with end restraints defined along non-principal directions","year":2021,"lang":"en","type":"article","venue":"Journal of Constructional Steel Research","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Buckling; Structural engineering; Compression (physics); Context (archaeology); Principal axis theorem; Boundary value problem; Finite element method; Principal (computer security); Beam (structure); Principal stress; Geometry; Engineering; Mathematics; Mathematical analysis; Computer science; Materials science; Geology","score_opus":0.03519402067874772,"score_gpt":0.3099752901145679,"score_spread":0.2747812694358202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3136941320","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8672658,0.0011713072,0.12274727,0.00065155205,0.0010962704,0.00028621985,0.000058478377,0.000050016923,0.0066730767],"genre_scores_gemma":[0.964639,0.00019252051,0.034572054,0.000006227197,0.00040388838,0.000009126735,0.00002323417,0.00002145756,0.0001325099],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99823177,0.0000821872,0.00044958785,0.00015457954,0.0007328726,0.00034902093],"domain_scores_gemma":[0.99747175,0.00044395358,0.00010038937,0.00014276007,0.0016871735,0.00015398231],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067569746,0.00011893692,0.0002489909,0.00038613917,0.0004620423,0.00011453209,0.00013110816,0.00008027278,0.00023666555],"category_scores_gemma":[0.00013178166,0.000102201346,0.00015828278,0.000646732,0.00014489381,0.00022154831,0.000043732587,0.000504837,0.0000015081897],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002523687,0.0000768719,0.0033066648,0.000103293714,0.0008054473,0.00007195838,0.00025485092,0.9211975,0.04620585,0.0066523612,0.0016988477,0.019374],"study_design_scores_gemma":[0.0075707147,0.00075820024,0.09315662,0.0012181234,0.00064812327,0.0077936077,0.003504732,0.7667462,0.041000083,0.006140757,0.070341714,0.0011210811],"about_ca_topic_score_codex":0.000016988968,"about_ca_topic_score_gemma":0.00015665109,"teacher_disagreement_score":0.15445125,"about_ca_system_score_codex":0.00021708473,"about_ca_system_score_gemma":0.00035412065,"threshold_uncertainty_score":0.416765},"labels":[],"label_agreement":null},{"id":"W3151197608","doi":"10.1016/j.oceaneng.2021.108875","title":"Nonlinear transient thermoelastic response of FGM plate under sudden cryogenic cooling","year":2021,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermoelastic damping; Mechanics; Nonlinear system; Materials science; Boundary value problem; Discretization; Material properties; Thermal conduction; Finite element method; Thermal; Structural engineering; Engineering; Physics; Thermodynamics; Mathematics; Composite material; Mathematical analysis","score_opus":0.004373030409445951,"score_gpt":0.18259291104398756,"score_spread":0.1782198806345416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3151197608","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7949271,0.0006940041,0.20389047,0.000015343385,0.00018540023,0.000039284027,0.000009916327,0.0001358594,0.00010257857],"genre_scores_gemma":[0.99340343,0.00006663333,0.006333111,0.00000964888,0.00006702188,7.050906e-7,0.000025003828,0.00004934705,0.00004510141],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992345,0.00001727324,0.0002681852,0.00014684969,0.00013862099,0.0001945837],"domain_scores_gemma":[0.99954885,0.000093766386,0.000023112108,0.00021093075,0.000061985986,0.00006137292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010008437,0.00015575608,0.00022434813,0.00012733512,0.000024802215,0.000022736867,0.00008582839,0.00006347268,0.000084601845],"category_scores_gemma":[0.000027015105,0.00016689958,0.00011889905,0.0003681347,0.000008653365,0.00006341763,0.000016967351,0.00013994717,0.0000035567327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023524002,0.000006562657,0.000025308314,0.00004427137,0.00010207967,0.000012782018,0.00018741134,0.8397919,0.15962331,0.000041896987,0.000019028917,0.0001219533],"study_design_scores_gemma":[0.00023466436,0.000014584745,0.002458054,0.000057188277,0.00007848452,0.00001846413,0.0000446115,0.9242384,0.072331965,0.0000054574434,0.000332552,0.00018556825],"about_ca_topic_score_codex":0.0000017757947,"about_ca_topic_score_gemma":0.000002820405,"teacher_disagreement_score":0.19847628,"about_ca_system_score_codex":0.000049698898,"about_ca_system_score_gemma":0.000022613127,"threshold_uncertainty_score":0.68059677},"labels":[],"label_agreement":null},{"id":"W3156471813","doi":"10.3390/app11073282","title":"Dynamic Response Analysis of a Thin Plate with Partially Constrained Layer Damping Optimization under Moving Loads for Various Boundary Conditions","year":2021,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Key Technology Research and Development Program of Shandong; National Natural Science Foundation of China","keywords":"Loss factor; Vibration; Displacement (psychology); Equations of motion; Boundary value problem; Control theory (sociology); Mathematics; Structural engineering; Mathematical analysis; Engineering; Computer science; Physics; Classical mechanics; Acoustics","score_opus":0.008477988136317654,"score_gpt":0.2434294878938461,"score_spread":0.23495149975752846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3156471813","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2666823,0.00005124355,0.73240465,0.000071293965,0.000030851523,0.00010123601,0.000028778759,0.00005258966,0.00057705946],"genre_scores_gemma":[0.91909146,0.000009059449,0.08066351,0.000057094152,0.0000057861557,0.000015767244,0.00013270811,0.000008701964,0.00001591277],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912876,0.00002644725,0.00024948758,0.00023628795,0.00019232207,0.00016672169],"domain_scores_gemma":[0.99943006,0.0002065564,0.00008118623,0.00014600268,0.000098869226,0.000037344846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030330854,0.00011095899,0.00024491508,0.0002982322,0.00026768455,0.00012974445,0.000106003434,0.000045528595,0.000085917556],"category_scores_gemma":[0.000017511804,0.000098380195,0.00007704636,0.0017815066,0.0001664964,0.00012236198,0.000017472343,0.000052013536,3.3502423e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036497964,0.00000857021,0.00008713036,0.0000091986585,0.00037659897,0.000001175006,0.00029905624,0.9649702,0.032049544,0.0020571977,0.0000046456944,0.000100210185],"study_design_scores_gemma":[0.00022925936,0.000024332683,0.001599146,0.000011188506,0.0005698042,0.0000024970218,0.0003853145,0.99313605,0.0035652893,0.00033210637,0.000013487817,0.00013154635],"about_ca_topic_score_codex":0.000006063537,"about_ca_topic_score_gemma":0.00028168765,"teacher_disagreement_score":0.65240914,"about_ca_system_score_codex":0.000043002765,"about_ca_system_score_gemma":0.0001433692,"threshold_uncertainty_score":0.4011828},"labels":[],"label_agreement":null},{"id":"W3162049088","doi":"10.1017/9781316422892.006","title":"Nonlinear Shell Theory with Thickness Deformation","year":2018,"lang":"en","type":"book-chapter","venue":"Cambridge University Press eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Shell (structure); Deformation (meteorology); Materials science; Nonlinear system; Shell theory; Composite material; Structural engineering; Geometry; Mechanics; Mathematics; Physics; Engineering","score_opus":0.0059192300503088345,"score_gpt":0.15714358762062353,"score_spread":0.1512243575703147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3162049088","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0004204027,0.000070970505,0.035060886,0.0000014542734,0.00012212097,0.00017893876,0.00008738826,0.00024561002,0.96381223],"genre_scores_gemma":[0.0023502356,0.00009251726,0.0012850475,0.000023732984,0.00022526123,3.2853862e-7,0.00028343452,0.000071015085,0.9956684],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992869,0.000016453227,0.00013943548,0.00021957017,0.00018045967,0.00015717202],"domain_scores_gemma":[0.9992742,0.000023424518,0.00008962398,0.0003649793,0.0001718426,0.0000759235],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00006242423,0.00029280267,0.00027406545,0.00017524272,0.000116244686,0.00004629371,0.00023554795,0.00025118163,0.000029196734],"category_scores_gemma":[0.0000011964503,0.0002837846,0.000111223555,0.000012779592,0.00010374066,0.000118513395,0.00007114871,0.00026878112,0.000018987497],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036233698,0.000010408187,0.0000035370695,0.0004949175,0.0014198422,0.00013972387,0.0006540681,0.019468801,0.00024836918,0.95327353,0.01919312,0.0047313306],"study_design_scores_gemma":[0.0005092309,0.00007108855,0.00000766557,0.0002117181,0.000805865,0.000030250452,0.00004869568,0.040115554,0.0009212143,0.000029329769,0.95651454,0.0007348539],"about_ca_topic_score_codex":0.0000092211485,"about_ca_topic_score_gemma":0.000004437706,"teacher_disagreement_score":0.9532442,"about_ca_system_score_codex":0.00014303588,"about_ca_system_score_gemma":0.00002504314,"threshold_uncertainty_score":0.99996144},"labels":[],"label_agreement":null},{"id":"W3164290373","doi":"10.1002/pc.26141","title":"Dynamic response and optimization of functionally graded porous nanocomposite cylinders using a meshfree method","year":2021,"lang":"en","type":"article","venue":"Polymer Composites","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Porosity; Composite material; Stiffness; Reinforcement; Volume fraction; Optimal design; Structural engineering; Computer science","score_opus":0.007288713912410496,"score_gpt":0.23249536464430337,"score_spread":0.2252066507318929,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3164290373","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43912184,0.0046271146,0.55571944,0.0000866431,0.00012453977,0.00008085928,0.000015386811,0.00009596853,0.00012819545],"genre_scores_gemma":[0.79512244,0.00007319278,0.20455101,0.000050866933,0.000018305886,0.0000028200584,0.00009504928,0.00003601814,0.000050282706],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988216,0.00015754314,0.00037037305,0.0002602239,0.00020567697,0.00018457122],"domain_scores_gemma":[0.99927485,0.0001784715,0.00008984736,0.00024674425,0.00013586476,0.00007419877],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013378587,0.0002096623,0.0003304795,0.00023876618,0.00011053398,0.0000626904,0.00009054631,0.00009025005,0.00007401002],"category_scores_gemma":[0.000013633471,0.00022493077,0.00010383101,0.00050958135,0.000040646406,0.00015429613,0.000057712376,0.0001059469,6.62794e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006575934,0.000013393927,0.00027660423,0.000022375729,0.00013778517,0.0000049637215,0.00012232692,0.53641224,0.46241215,0.00006897258,0.000004719287,0.00045874566],"study_design_scores_gemma":[0.00035668624,0.00002340209,0.0018867883,0.00003033712,0.00018523763,0.00009190573,0.000037542406,0.7500658,0.247078,0.000048601116,0.000010853738,0.0001848538],"about_ca_topic_score_codex":0.00003205,"about_ca_topic_score_gemma":0.00001577378,"teacher_disagreement_score":0.3560006,"about_ca_system_score_codex":0.00006359537,"about_ca_system_score_gemma":0.000037838658,"threshold_uncertainty_score":0.91724104},"labels":[],"label_agreement":null},{"id":"W3170896624","doi":"10.1016/j.tws.2021.108040","title":"A study on the effect of electric potential on vibration of smart nanocomposite cylindrical shells with closed circuit","year":2021,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Nanocomposite; Vibration; Materials science; Composite material; Structural engineering; Engineering; Acoustics; Physics","score_opus":0.004767619881793957,"score_gpt":0.20042941688492705,"score_spread":0.1956617970031331,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3170896624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99505454,0.00008970989,0.002634441,0.00003638018,0.00010728394,0.00048640347,0.0000053901736,0.00005588222,0.0015299591],"genre_scores_gemma":[0.99967617,0.000008157218,0.00014328308,0.000033013337,0.00006329041,0.000009518195,0.000023095336,0.000029348457,0.000014153065],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99850273,0.0002555237,0.00035211063,0.00024714033,0.00046949484,0.00017302565],"domain_scores_gemma":[0.99910665,0.00022025325,0.000118601034,0.00042374735,0.000092168746,0.000038582588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014152714,0.00024964797,0.0004532839,0.00016048836,0.000090921945,0.000042368447,0.00019024721,0.00008794998,0.00011053952],"category_scores_gemma":[0.00002726812,0.00015064872,0.00014654131,0.0005729289,0.000024211138,0.000044763012,0.000023694585,0.00026697657,0.0000017971149],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00063919526,0.000072715484,0.0007651572,0.000060335173,0.0007693977,0.000030042604,0.0012816078,0.67864484,0.31499472,0.0010115084,0.0000642363,0.0016662322],"study_design_scores_gemma":[0.0023525495,0.003160904,0.07177796,0.000057497626,0.00058580487,0.000023135559,0.0001249547,0.050538678,0.87059,0.0004474182,0.000011533568,0.00032956855],"about_ca_topic_score_codex":0.00001094867,"about_ca_topic_score_gemma":0.000018225603,"teacher_disagreement_score":0.6281062,"about_ca_system_score_codex":0.00003961226,"about_ca_system_score_gemma":0.000022129056,"threshold_uncertainty_score":0.6143276},"labels":[],"label_agreement":null},{"id":"W317487120","doi":"10.1007/1-4020-5370-3_657","title":"Non-Linear Analysis of Composite Plates and Shells Using a New Shell Element","year":2008,"lang":"en","type":"book-chapter","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Bending of plates; Bending; Finite element method; Shell (structure); Bending stiffness; Structural engineering; Engineering; Materials science; Composite material; Geometry; Mathematics","score_opus":0.011074092771216392,"score_gpt":0.2103743184275827,"score_spread":0.1993002256563663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W317487120","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03074343,0.009302068,0.3168719,0.000036234895,0.00032289253,0.0008216672,0.00019182953,0.0003379521,0.641372],"genre_scores_gemma":[0.4402668,0.031197783,0.24062891,0.00027622684,0.0010690779,0.0000036789243,0.0030865655,0.0006254138,0.28284553],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989512,0.0000025702063,0.00048078765,0.00023952719,0.00019249032,0.00013341015],"domain_scores_gemma":[0.9994592,0.000021985896,0.00011581914,0.00025232756,0.0000625045,0.00008815741],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000030268797,0.00030609936,0.00075932377,0.0006677951,0.000037671733,0.00002135223,0.00009089825,0.0001688096,0.00092117843],"category_scores_gemma":[5.243414e-7,0.00028888264,0.00028769273,0.00017684347,0.000026793017,0.00004964531,0.00004616719,0.00013065615,0.0000035934609],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005827048,0.000003125676,0.0001542297,0.000046097626,0.0039192056,0.000005733481,0.00014716719,0.9922329,0.001771354,0.00016546845,0.0004368133,0.0011120389],"study_design_scores_gemma":[0.00016015643,0.000016962342,0.00015662906,0.00005319063,0.0040601324,0.0000047320577,0.0000029404173,0.98982275,0.00094382983,0.00003223709,0.0044320486,0.00031439035],"about_ca_topic_score_codex":0.0001230978,"about_ca_topic_score_gemma":0.00008601262,"teacher_disagreement_score":0.40952337,"about_ca_system_score_codex":0.000053278727,"about_ca_system_score_gemma":0.000015485144,"threshold_uncertainty_score":0.99999213},"labels":[],"label_agreement":null},{"id":"W3180781991","doi":"10.1007/s00521-021-06238-6","title":"Assessment of critical buckling load of functionally graded plates using artificial neural network modeling","year":2021,"lang":"en","type":"article","venue":"Neural Computing and Applications","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Buckling; Randomness; Artificial neural network; Structural engineering; Computer science; Critical load; Materials science; Mathematics; Artificial intelligence; Engineering; Statistics","score_opus":0.02015906687747172,"score_gpt":0.28720496296194215,"score_spread":0.26704589608447044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3180781991","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5525981,0.00028067667,0.44685295,0.000029876126,0.000058669742,0.00004217703,0.000002811423,0.000033588392,0.00010112407],"genre_scores_gemma":[0.98039496,0.000008016388,0.019338923,0.000014738125,0.0002079716,0.0000019295223,0.00002258848,0.000010099645,7.6230185e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99925417,0.000020167829,0.00032683127,0.00014924209,0.00012953742,0.000120057324],"domain_scores_gemma":[0.99951184,0.00010765897,0.000045544897,0.000112339454,0.00018799392,0.000034629942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007065535,0.00008748675,0.00017999577,0.000033524546,0.00014042864,0.000028311268,0.000045436947,0.000038235565,0.0000058731453],"category_scores_gemma":[0.000010092707,0.00009332354,0.00005940583,0.0002862113,0.000029080482,0.00003949173,0.00003571875,0.000115636016,7.384166e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000010281232,0.000013399838,0.00044852713,0.000043929424,0.000018351471,3.1084474e-7,0.000021637925,0.97343105,0.018056458,0.005979973,0.0000016184234,0.0019837008],"study_design_scores_gemma":[0.000054419095,0.00000728385,0.0007091752,0.000020582505,0.00006394096,0.0000084855365,0.000037622212,0.9969724,0.00092338276,0.0011190763,0.000006545645,0.00007709804],"about_ca_topic_score_codex":0.000010119456,"about_ca_topic_score_gemma":0.000005424677,"teacher_disagreement_score":0.42779684,"about_ca_system_score_codex":0.000019874926,"about_ca_system_score_gemma":0.00002275405,"threshold_uncertainty_score":0.38056237},"labels":[],"label_agreement":null},{"id":"W3193609373","doi":"10.1002/pc.26258","title":"Damped harmonic vibrations of axisymmetric graphene‐enhanced cylinders in thermal environment","year":2021,"lang":"en","type":"article","venue":"Polymer Composites","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Canadian Institute for Advanced Research","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Graphene; Materials science; Vibration; Rotational symmetry; Nanocomposite; Composite material; Harmonic; Thermal; Cylinder; Mechanics; Geometry; Nanotechnology; Acoustics; Physics","score_opus":0.005560578209948934,"score_gpt":0.1856330452526694,"score_spread":0.18007246704272048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3193609373","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9545939,0.00741038,0.03547903,0.000065712695,0.00008675659,0.00007434226,0.0000082398565,0.000049027716,0.0022325946],"genre_scores_gemma":[0.9975781,0.00017307355,0.0020699562,0.00002703353,0.000022769487,0.0000073835868,0.00007514574,0.000017978478,0.000028584436],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999226,0.00003404921,0.000283648,0.00016080594,0.00013882147,0.00015668423],"domain_scores_gemma":[0.9996302,0.000053123968,0.000040955565,0.00021795573,0.000018078359,0.000039662107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000029788329,0.00012824462,0.00020712758,0.0002516837,0.00003600329,0.000023136405,0.00009515472,0.00004775437,0.0002586872],"category_scores_gemma":[0.0000031549866,0.00013452816,0.00012390327,0.00067390624,0.000023757764,0.0000869685,0.000030834064,0.00008893085,0.0000061169217],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003958378,0.00003548701,0.0027146572,0.00001251659,0.00008919032,0.0000020789626,0.00021253493,0.2071626,0.7875616,0.00016857243,0.000006968479,0.0020298236],"study_design_scores_gemma":[0.00027790444,0.000011881286,0.018094847,0.000012148867,0.000052030453,0.0000012649025,0.00003971423,0.057795275,0.9235204,0.00004440262,0.000014305865,0.00013581834],"about_ca_topic_score_codex":0.000024899728,"about_ca_topic_score_gemma":0.00002573875,"teacher_disagreement_score":0.14936733,"about_ca_system_score_codex":0.000034500386,"about_ca_system_score_gemma":0.000011679491,"threshold_uncertainty_score":0.54858994},"labels":[],"label_agreement":null},{"id":"W3194076703","doi":"10.1007/s00366-021-01474-9","title":"Effects of geometric nonlinearities on the coupled dynamics of CNT strengthened composite beams with porosity, mass and geometric imperfections","year":2021,"lang":"en","type":"article","venue":"Engineering With Computers","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Transverse plane; Galerkin method; Beam (structure); Materials science; Mechanics; Porosity; Softening; Axial symmetry; Hardening (computing); Composite number; Structural engineering; Physics; Composite material; Engineering","score_opus":0.0016643783239670504,"score_gpt":0.14914437029094557,"score_spread":0.14747999196697853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3194076703","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56485945,0.00028560395,0.43457595,0.000020191159,0.00009295662,0.00008904638,0.000007348614,0.000054161577,0.000015265421],"genre_scores_gemma":[0.9779116,0.000103407096,0.021873955,0.000007967184,0.000026843498,0.0000052516148,0.00003485016,0.000030087373,0.000006041956],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99926484,0.000014535907,0.00019598423,0.00015647587,0.00021252403,0.0001556714],"domain_scores_gemma":[0.9990563,0.00052147167,0.000057638335,0.0002056895,0.00011046419,0.00004847768],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057130746,0.00019097244,0.00031752625,0.00047428836,0.00005078805,0.000040235154,0.0001010921,0.00004394186,0.0000030614933],"category_scores_gemma":[0.000017770339,0.000138054,0.000053280208,0.0017572424,0.000034525456,0.00005310775,0.000032254946,0.00015717471,1.4027569e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000112394055,0.000025127969,0.0012354712,0.0002493264,0.00030864426,0.00000750321,0.00007189551,0.993424,0.003799641,0.00020285556,0.0000057391226,0.0006585639],"study_design_scores_gemma":[0.00045098673,0.00017968846,0.021697445,0.00018779018,0.000137222,0.000017373774,0.000022710863,0.9545736,0.02255454,0.0000029227058,0.000007860468,0.00016791651],"about_ca_topic_score_codex":0.00002316823,"about_ca_topic_score_gemma":0.000010688479,"teacher_disagreement_score":0.4130521,"about_ca_system_score_codex":0.000059551054,"about_ca_system_score_gemma":0.000012609523,"threshold_uncertainty_score":0.5629679},"labels":[],"label_agreement":null},{"id":"W3195126305","doi":"10.3390/jcs5080220","title":"Simplified Approach for Parameter Selection and Analysis of Carbon and Glass Fiber Reinforced Composite Beams","year":2021,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada; Canada First Research Excellence Fund","keywords":"Stiffness; Finite element method; Bending; Structural engineering; Composite number; Materials science; Glass fiber; Bending stiffness; Composite material; Engineering","score_opus":0.0069658152894253355,"score_gpt":0.22218471351969354,"score_spread":0.2152188982302682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195126305","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8652876,0.00036304607,0.13387068,0.000019001718,0.000037659705,0.00005431641,0.0000032274947,0.000008233773,0.00035625033],"genre_scores_gemma":[0.90875113,0.00005858694,0.09112324,0.00001336894,0.000022095915,7.6772017e-7,0.000007815739,0.00000561176,0.000017365075],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909854,0.000017355156,0.00037645738,0.0001360569,0.00024040558,0.00013119311],"domain_scores_gemma":[0.9990689,0.000120730394,0.00017536788,0.00012515612,0.00042834898,0.0000814874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024931168,0.000099748904,0.0003650691,0.00045290295,0.00008500391,0.000108232976,0.00013163709,0.000037733997,0.000004064723],"category_scores_gemma":[0.00003972936,0.00008607937,0.00010930836,0.0013948055,0.00008590657,0.00020979726,0.00004212655,0.00008644184,1.698135e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001804414,0.0000061850074,0.0031390067,0.000030237605,0.00025387164,4.7269424e-7,0.00015452318,0.67849326,0.3172503,0.000048308397,0.000005282147,0.00060047285],"study_design_scores_gemma":[0.00021977408,0.00006246147,0.013263217,0.0000120099085,0.00076949876,0.000039788294,0.000022382903,0.8998974,0.08557371,0.00003360919,0.000020371237,0.00008577312],"about_ca_topic_score_codex":0.0000055683004,"about_ca_topic_score_gemma":0.0000023912826,"teacher_disagreement_score":0.2316766,"about_ca_system_score_codex":0.000042113625,"about_ca_system_score_gemma":0.000028283654,"threshold_uncertainty_score":0.3510215},"labels":[],"label_agreement":null},{"id":"W3196347475","doi":"10.1142/s0219455421501728","title":"An Analytical Approach for the Nonlinear Free Vibration Analysis of Thin-Walled Circular Cylindrical Shells","year":2021,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Nonlinear system; Isotropy; Mathematical analysis; Equations of motion; Vibration; Shell (structure); Curvature; Mathematics; Boundary value problem; Displacement (psychology); Geometry; Physics; Classical mechanics; Materials science","score_opus":0.009532906901150823,"score_gpt":0.24855824009845853,"score_spread":0.2390253331973077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3196347475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5268115,0.00018136142,0.4724883,0.00016228465,0.00014543283,0.00004898498,0.000110727706,0.000005865034,0.000045542267],"genre_scores_gemma":[0.97161317,0.000070845694,0.027909527,0.000028401206,0.00012745883,7.2501496e-7,0.0002415548,0.0000070328847,0.0000013073676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998829,0.000043841304,0.00054459187,0.0001310157,0.0003644267,0.00008711649],"domain_scores_gemma":[0.9985868,0.00018732266,0.00015635438,0.00020267151,0.0008075145,0.000059335485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002449805,0.000108174194,0.00031574376,0.0001460928,0.000053777618,0.00009751784,0.00030467732,0.00007338907,0.00007137164],"category_scores_gemma":[0.00011471296,0.00007620407,0.00029769077,0.00033311266,0.00006469938,0.00021992734,0.00003701396,0.00015888331,1.926866e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007965892,0.000029866731,0.0074584517,0.000020812675,0.0022985667,0.0000024785065,0.00027368552,0.98270965,0.0010474115,0.0020821255,0.0000027105993,0.003994602],"study_design_scores_gemma":[0.0003317518,0.000032203297,0.03597997,0.0000030776484,0.00088466756,0.000020113348,0.00028257532,0.96115583,0.00036476806,0.000859888,0.00000923087,0.000075919765],"about_ca_topic_score_codex":0.000012827838,"about_ca_topic_score_gemma":0.00010273767,"teacher_disagreement_score":0.44480166,"about_ca_system_score_codex":0.00010534223,"about_ca_system_score_gemma":0.000033518354,"threshold_uncertainty_score":0.3107512},"labels":[],"label_agreement":null},{"id":"W3206977576","doi":"10.1007/s00366-021-01521-5","title":"Transient behavior of imperfect bi-directional functionally graded sandwich plates under moving loads","year":2021,"lang":"en","type":"article","venue":"Engineering With Computers","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Discretization; Nonlinear system; Newmark-beta method; Boundary value problem; Materials science; Dynamic relaxation; Mechanics; Partial differential equation; Parametric statistics; Finite element method; Mathematical analysis; Imperfect; Mathematics; Geometry; Structural engineering; Physics; Engineering","score_opus":0.0030275775843168584,"score_gpt":0.16283940071637507,"score_spread":0.15981182313205822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3206977576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5365803,0.00027544927,0.462305,0.000015553625,0.0005282314,0.00005243094,0.00000401092,0.0001814356,0.000057543668],"genre_scores_gemma":[0.9806651,0.000018765804,0.01909876,0.000012765218,0.00008990547,0.000008396462,0.00005553357,0.000033135584,0.000017652777],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924403,0.00000861342,0.00020652097,0.00017951263,0.0001979653,0.00016334013],"domain_scores_gemma":[0.99961513,0.00008155647,0.000024164732,0.00013886069,0.00008190914,0.000058371876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000037024063,0.0001738548,0.00021535649,0.00015488241,0.000038144495,0.000033694214,0.00006624933,0.000051063307,0.000051933857],"category_scores_gemma":[0.0000040320406,0.00016768188,0.00009594841,0.00041642773,0.000011577006,0.00008695621,0.000013688181,0.00012915467,9.625466e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005573312,0.000018084187,0.00083077076,0.00004081021,0.0001916645,0.000009824288,0.00009000757,0.9606912,0.03743745,0.0001030667,0.00007302379,0.0005084943],"study_design_scores_gemma":[0.00055411004,0.000056025066,0.081251115,0.000107044405,0.00016133607,0.000096163065,0.000022091119,0.8867134,0.030375833,0.00000545771,0.00032538443,0.00033207072],"about_ca_topic_score_codex":0.0000065055574,"about_ca_topic_score_gemma":0.000008908536,"teacher_disagreement_score":0.44408473,"about_ca_system_score_codex":0.00006941043,"about_ca_system_score_gemma":0.00002311434,"threshold_uncertainty_score":0.6837868},"labels":[],"label_agreement":null},{"id":"W3207693158","doi":"10.3390/coatings11101235","title":"Metaheuristic Optimization of Laminated Composite Plates with Cut-Outs","year":2021,"lang":"en","type":"article","venue":"Coatings","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"National Research Foundation of Korea","keywords":"Stacking; Buckling; Composite laminates; Structural engineering; Materials science; Composite number; Finite element method; Composite material; Engineering","score_opus":0.0036968908367118127,"score_gpt":0.1810939466721777,"score_spread":0.1773970558354659,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3207693158","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.246122,0.0004078142,0.7483446,0.000034827706,0.00007604309,0.00007796184,0.000009447225,0.00016670582,0.0047606165],"genre_scores_gemma":[0.9471333,0.000027119107,0.052486017,0.000016320027,0.000016537671,0.0000021494,0.00015626774,0.000020060255,0.00014221978],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994802,0.000015610653,0.00018777447,0.00011297963,0.0001106103,0.000092849674],"domain_scores_gemma":[0.9995589,0.000038513863,0.00005663752,0.00013271208,0.00018552138,0.000027716202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000032301945,0.00009900484,0.00018741739,0.00005951139,0.000036316258,0.000029039418,0.000053821896,0.000035677884,0.00015729599],"category_scores_gemma":[0.000017044154,0.00008932183,0.000035485064,0.00039743673,0.000017992297,0.000072083785,0.0000163336,0.00006015047,0.0000023695068],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004581943,0.000007685009,0.0006387723,0.000050608167,0.000056961977,0.000007402017,0.00019233867,0.97458583,0.02380543,0.00006939788,0.000081398655,0.0004995694],"study_design_scores_gemma":[0.0002493203,0.000021017258,0.00074344175,0.00005918111,0.00014171048,0.00001518416,0.00004206914,0.89127207,0.10716082,0.000022295875,0.00013920874,0.00013367507],"about_ca_topic_score_codex":0.0000068340632,"about_ca_topic_score_gemma":0.000011945989,"teacher_disagreement_score":0.7010113,"about_ca_system_score_codex":0.00001761308,"about_ca_system_score_gemma":0.000009851899,"threshold_uncertainty_score":0.36424384},"labels":[],"label_agreement":null},{"id":"W3212345765","doi":"10.1115/imece2001/de-23223","title":"Vibration of Free-Free Two Member Open Frames With End and Elbow Masses","year":2001,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of Waterloo","funders":"","keywords":"Vibration; Physics; Bernoulli's principle; Displacement (psychology); Classical mechanics; Plane (geometry); Beam (structure); Elbow; Equations of motion; Mathematics; Mathematical analysis; Geometry; Acoustics; Optics","score_opus":0.006635261361192327,"score_gpt":0.22014854503497935,"score_spread":0.21351328367378702,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212345765","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52511793,0.00039970182,0.30187818,0.00035986863,0.000060056933,0.0002775129,0.000009626807,0.0001300095,0.17176709],"genre_scores_gemma":[0.95642203,0.00007486924,0.043165233,0.00003255499,0.000025155825,0.000002708691,0.000011749234,0.000010344426,0.00025537045],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996654,0.000006439332,0.00010396545,0.00008408818,0.000077935285,0.000062173036],"domain_scores_gemma":[0.99968076,0.000017435981,0.000020707652,0.00022651316,0.000030992906,0.000023592727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000029553712,0.000070680566,0.000117299474,0.00004496341,0.000024602707,0.00006971167,0.00013852767,0.000023207684,0.00058345625],"category_scores_gemma":[0.0000056123304,0.00005238866,0.000013040697,0.00014146784,0.000013815101,0.00023111099,0.00006325063,0.000032110995,5.9015883e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006520372,0.000033819626,0.04112415,0.00006734804,0.0003852005,0.000007480672,0.00061009714,0.9051031,0.019384451,0.01087784,0.0064056916,0.015935618],"study_design_scores_gemma":[0.0026316065,0.00016230898,0.03297774,0.000060158676,0.0002551532,0.000029578363,0.00020741609,0.8929761,0.055516873,0.0053932327,0.009239326,0.00055050274],"about_ca_topic_score_codex":0.00020105626,"about_ca_topic_score_gemma":0.0017192076,"teacher_disagreement_score":0.43130407,"about_ca_system_score_codex":0.000007121091,"about_ca_system_score_gemma":0.0000041092558,"threshold_uncertainty_score":0.63884366},"labels":[],"label_agreement":null},{"id":"W3215323766","doi":"10.32920/ryerson.14663334.v1","title":"Dynamic Finite Element Modelling and Free Vibration Analysis of Delaminated Composite Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Delamination (geology); Vibration; Stiffness; Kinematics; Structural engineering; Stiffness matrix; Computer science; Constraint (computer-aided design); Convergence (economics); Path (computing); Mechanical engineering; Engineering; Acoustics; Physics; Geology","score_opus":0.005354670807994334,"score_gpt":0.20013799799568943,"score_spread":0.1947833271876951,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215323766","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26098847,0.00070046337,0.7377261,0.000015169104,0.00006201223,0.00009439341,0.00004448759,0.000069630216,0.00029926992],"genre_scores_gemma":[0.91308135,0.0008810353,0.08302012,0.000011548936,0.000008207917,0.0000065716904,0.0029470846,0.000022031196,0.00002204878],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99880373,0.000030278667,0.000525451,0.00031436686,0.00019877708,0.00012738987],"domain_scores_gemma":[0.9991415,0.0000429699,0.00012271368,0.0004922095,0.00015673043,0.000043882766],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008521173,0.00023997438,0.0005906107,0.0005874014,0.000037574053,0.00011173127,0.00015165909,0.00017561874,0.00011222934],"category_scores_gemma":[0.000003827899,0.00024768861,0.00022996186,0.0006846369,0.0000151808545,0.00007425974,0.0002369217,0.00020473568,1.7403069e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029651421,0.000010158113,0.00024618235,0.000113590875,0.0027279311,0.000001274142,0.00029041793,0.9943301,0.0015170602,0.000038599035,0.000003876988,0.00071785424],"study_design_scores_gemma":[0.00011198375,0.000006966254,0.0012510364,0.000041322215,0.003162491,2.7521222e-7,0.000048290083,0.9936017,0.0014373435,0.00010881661,0.000004450133,0.00022536956],"about_ca_topic_score_codex":0.00016722504,"about_ca_topic_score_gemma":0.0004989536,"teacher_disagreement_score":0.654706,"about_ca_system_score_codex":0.00007357137,"about_ca_system_score_gemma":0.000011871069,"threshold_uncertainty_score":0.99999756},"labels":[],"label_agreement":null},{"id":"W3215932612","doi":"10.18280/rcma.310506","title":"A Contribution to Analytical Solutions for Buckling Analysis of Axially Compressed Rectangular Stiffened Panels","year":2021,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Buckling; Deflection (physics); Axial symmetry; Structural engineering; Energy method; Mathematics; Mathematical analysis; Engineering; Physics; Classical mechanics","score_opus":0.041792608264885844,"score_gpt":0.2795398701217526,"score_spread":0.23774726185686673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215932612","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1477636,0.0008085103,0.8504631,0.0000816011,0.00009978115,0.00027080142,0.00018988088,0.00013180517,0.00019090966],"genre_scores_gemma":[0.86578834,0.00018032745,0.13292071,0.000045077544,0.00007296305,0.0000318296,0.00087869057,0.000036493762,0.000045537934],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983661,0.00010127455,0.0005985489,0.00034060003,0.00017539285,0.00041808808],"domain_scores_gemma":[0.9981051,0.00038064845,0.000098379096,0.00040500017,0.000855163,0.00015568663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027655967,0.00024132885,0.00079967076,0.000472146,0.00019879085,0.00012008322,0.00017770923,0.000110356385,0.000066572735],"category_scores_gemma":[0.00024681079,0.0002447954,0.0004804409,0.0017666799,0.000059344664,0.00013240044,0.000076659046,0.00011238532,0.0000038484895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047285073,0.000047344354,0.00052512356,0.00017053811,0.0016582877,0.000007758057,0.00029457727,0.8686183,0.122655526,0.0045448304,0.000035921967,0.0013944919],"study_design_scores_gemma":[0.00040916234,0.000056295714,0.008051291,0.00013189466,0.0025087758,0.000011428197,0.00002563985,0.97362375,0.013417806,0.0007847802,0.0007042176,0.00027496478],"about_ca_topic_score_codex":0.000015162982,"about_ca_topic_score_gemma":0.00015494559,"teacher_disagreement_score":0.7180248,"about_ca_system_score_codex":0.00017246646,"about_ca_system_score_gemma":0.0000314953,"threshold_uncertainty_score":0.9982467},"labels":[],"label_agreement":null},{"id":"W3216215465","doi":"10.32920/ryerson.14662458.v1","title":"A Finite Element Formulation Of Active Constrained-Layer Functionally Graded Beam","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Constrained-layer damping; Beam (structure); Viscoelasticity; Finite element method; Timoshenko beam theory; Newmark-beta method; Materials science; Cantilever; Equations of motion; Vibration; Structural engineering; Hamilton's principle; Layer (electronics); Functionally graded material; Vibration control; Mathematical analysis; Mathematics; Composite material; Physics; Classical mechanics; Engineering; Acoustics","score_opus":0.011367950461290084,"score_gpt":0.2194074790455578,"score_spread":0.20803952858426772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3216215465","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13791493,0.00019455414,0.84942865,0.00004695715,0.0005222623,0.00034212339,0.00006407318,0.00015935334,0.011327092],"genre_scores_gemma":[0.9906152,0.00007738526,0.007641064,0.000025123936,0.0000829062,0.000016801647,0.0014254929,0.000019785517,0.00009625641],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990613,0.000013320258,0.00038608466,0.00020930816,0.0002176679,0.00011230773],"domain_scores_gemma":[0.99936426,0.000045512075,0.0001065715,0.000232064,0.00021642142,0.000035200243],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00004989177,0.00019516498,0.0003088779,0.00015969694,0.000025341322,0.00004166393,0.00007906388,0.00015627708,0.0010068272],"category_scores_gemma":[0.000011318608,0.00019167089,0.00020555056,0.0001551713,0.0000104540795,0.00007176503,0.000090152076,0.00021008776,0.0000014174384],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007827782,0.000014307137,0.00010036157,0.00009522012,0.00044365934,7.5613207e-7,0.00020277011,0.9917056,0.0038513,0.0004220776,0.000077413824,0.0030787366],"study_design_scores_gemma":[0.00033028531,0.000021510386,0.0046300087,0.00007864083,0.00027583388,0.0000016234281,0.00016507892,0.9591339,0.03416727,0.0006554602,0.00023276638,0.0003075746],"about_ca_topic_score_codex":0.000031425938,"about_ca_topic_score_gemma":0.00008667904,"teacher_disagreement_score":0.85270023,"about_ca_system_score_codex":0.00009189005,"about_ca_system_score_gemma":0.000047647893,"threshold_uncertainty_score":0.99990636},"labels":[],"label_agreement":null},{"id":"W3217069246","doi":"10.1007/s00366-021-01553-x","title":"Nonlinear vibration analysis of bidirectional porous beams","year":2021,"lang":"en","type":"article","venue":"Engineering With Computers","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Porosity; Nonlinear system; Vibration; Beam (structure); Boundary value problem; Mechanics; Bending stiffness; Harmonic balance; Discretization; Timoshenko beam theory; Hamilton's principle; Natural frequency; Materials science; Mathematical analysis; Mathematics; Physics; Acoustics; Composite material; Optics","score_opus":0.002130667060600397,"score_gpt":0.1619263095424576,"score_spread":0.1597956424818572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3217069246","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21276885,0.00012643337,0.78656894,0.000014647693,0.00023300355,0.000023954399,0.000006423823,0.0001469288,0.00011081148],"genre_scores_gemma":[0.8601915,0.00001782397,0.1394708,0.000013436867,0.00007218823,0.0000018657072,0.00019947081,0.000019057628,0.000013814597],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99946797,0.0000056345452,0.00016749128,0.00012432001,0.00013809944,0.000096514384],"domain_scores_gemma":[0.99967563,0.000037290272,0.000024950596,0.00014745367,0.0000792003,0.000035458834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000028443743,0.00010497331,0.0002166397,0.0002793546,0.000018496627,0.000024388535,0.000050956107,0.000032596174,0.000032259217],"category_scores_gemma":[0.0000045263523,0.000103348044,0.00008405005,0.0013563408,0.000006144502,0.00007211709,0.00001156072,0.00006377564,7.1713765e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000018185275,0.000008170708,0.0005258963,0.000016643713,0.0010055362,0.00000524135,0.00007503352,0.9937823,0.0037309972,0.000057216326,0.00003735545,0.00075379625],"study_design_scores_gemma":[0.00009868721,0.000013581532,0.009570344,0.000016426122,0.00034118028,0.000006178057,0.000005318085,0.9819425,0.0074783047,8.3986026e-7,0.00041090325,0.000115764684],"about_ca_topic_score_codex":0.000005848352,"about_ca_topic_score_gemma":0.00001157851,"teacher_disagreement_score":0.6474227,"about_ca_system_score_codex":0.000035998288,"about_ca_system_score_gemma":0.000011220536,"threshold_uncertainty_score":0.4214411},"labels":[],"label_agreement":null},{"id":"W35749815","doi":"10.1097/sap.0000000000003062","title":"Systematic Review of Patient Safety and Quality Improvement Initiatives in Breast Reconstruction.","year":2022,"lang":"en","type":"article","venue":"PubMed","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Geology","score_opus":0.005851944062489899,"score_gpt":0.1919485313211369,"score_spread":0.186096587258647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W35749815","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8091691,0.15602703,0.0039487006,0.00082036114,0.0012879093,0.012115178,0.0005563388,0.00029668774,0.015778663],"genre_scores_gemma":[0.9962188,0.0031238294,0.000081556595,0.000058916517,0.0000044454964,0.00049136195,0.000012564659,0.0000048658867,0.0000036477206],"study_design_codex":"systematic_review","study_design_gemma":"observational","domain_scores_codex":[0.99921024,0.000083813626,0.00045220475,0.00007446652,0.000106685,0.00007258678],"domain_scores_gemma":[0.999735,0.000026148698,0.00009963935,0.00009768789,0.000021381591,0.000020142685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029451013,0.000054646724,0.00026107594,0.00006448786,0.000026158034,0.000004688165,0.00003442828,0.000007921005,0.000032727366],"category_scores_gemma":[0.000019851897,0.000050149552,0.00003370776,0.00019719957,0.000008222478,0.000054094322,0.000031671956,0.000052705116,5.6313468e-8],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006522341,0.00010293284,0.0074304226,0.66912395,0.00077204005,0.0000027542555,0.0017399313,0.09153051,0.00016513618,0.0017702699,0.00004070646,0.22725615],"study_design_scores_gemma":[0.0027186167,0.00013744643,0.9061326,0.037133794,0.001225253,0.00019884855,0.004244093,0.045019,0.00087912974,0.00047466785,0.0002480708,0.0015885074],"about_ca_topic_score_codex":0.000014489951,"about_ca_topic_score_gemma":0.000006313586,"teacher_disagreement_score":0.89870214,"about_ca_system_score_codex":0.00009418262,"about_ca_system_score_gemma":0.0000028062477,"threshold_uncertainty_score":0.20450394},"labels":[],"label_agreement":null},{"id":"W4200323524","doi":"10.3390/jcs5120324","title":"Buckling Optimization of Variable Stiffness Composite Panels for Curvilinear Fibers and Grid Stiffeners","year":2021,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Curvilinear coordinates; Buckling; Structural engineering; Curvature; Fiber; Stiffness; Composite number; Grid; Finite element method; Materials science; Composite material; Engineering; Mathematics; Geometry","score_opus":0.006732050780121526,"score_gpt":0.2219604991790206,"score_spread":0.2152284483988991,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200323524","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4137849,0.0007290294,0.58473855,0.0000482979,0.00045013873,0.00006695538,0.000011515894,0.000014752873,0.00015585976],"genre_scores_gemma":[0.7506326,0.00014729884,0.24906151,0.00002201437,0.000107887696,6.150856e-7,0.000009231215,0.000010892014,0.000007984393],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988926,0.00002059608,0.00046659555,0.00013842434,0.00031421747,0.00016755112],"domain_scores_gemma":[0.99850655,0.00018140451,0.00021474644,0.00012955166,0.0008664993,0.00010126148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003525027,0.00011492025,0.00030824373,0.00023477123,0.00013310251,0.00012156628,0.00020482817,0.000037324673,0.000013526172],"category_scores_gemma":[0.00007340537,0.00010521885,0.000074457064,0.00079225283,0.00011840387,0.00042324478,0.0000427536,0.00009746596,9.131014e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014259429,0.000010607327,0.00034487993,0.000045360943,0.000028766295,0.0000015017382,0.00012549071,0.6669897,0.33179772,0.00009079267,0.0000147036635,0.00053620903],"study_design_scores_gemma":[0.00039262962,0.000044846376,0.0016736247,0.00010272502,0.00010239814,0.00006753567,0.000060175957,0.8838869,0.113372914,0.00007529201,0.00010697974,0.00011402391],"about_ca_topic_score_codex":0.0000032785097,"about_ca_topic_score_gemma":5.934085e-7,"teacher_disagreement_score":0.33684766,"about_ca_system_score_codex":0.000053846055,"about_ca_system_score_gemma":0.000093688664,"threshold_uncertainty_score":0.42907003},"labels":[],"label_agreement":null},{"id":"W4205116337","doi":"10.3390/applmech3010007","title":"Dynamic Finite Element Modelling and Vibration Analysis of Prestressed Layered Bending–Torsion Coupled Beams","year":2022,"lang":"en","type":"article","venue":"Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Faculty of Engineering and Architectural Science, Ryerson University","keywords":"Finite element method; Structural engineering; Torsion (gastropod); Vibration; Bending moment; Nonlinear system; Homogenization (climate); Beam (structure); Stiffness; Timoshenko beam theory; Materials science; Engineering; Physics; Acoustics","score_opus":0.004732748562317878,"score_gpt":0.18360696814477268,"score_spread":0.1788742195824548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205116337","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11256766,0.00010763305,0.88693976,0.0000065275813,0.000051849776,0.00014238333,0.000028927938,0.000057158057,0.00009807564],"genre_scores_gemma":[0.9879715,0.00012969351,0.011286917,0.000012005166,0.0000062687536,0.000027476664,0.00053995027,0.00001801567,0.000008207396],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923295,0.0000114612685,0.00025970335,0.00017176892,0.00021015525,0.0001139691],"domain_scores_gemma":[0.99966186,0.000026793949,0.000085837084,0.00017269848,0.000021356753,0.000031455907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010973756,0.000111816735,0.0002321376,0.00027209977,0.00011461014,0.00001844074,0.00008036647,0.00003483921,0.00012295379],"category_scores_gemma":[0.000001213541,0.00012506881,0.00006523648,0.00070342293,0.000002951178,0.00003714153,0.00006159465,0.00009028624,2.8597466e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000142257095,0.000011779503,0.000007435283,0.0000139010845,0.0003593769,2.5056664e-7,0.00018169387,0.9666755,0.026204245,0.0062101954,0.000005033009,0.00031632688],"study_design_scores_gemma":[0.00019658527,0.000021845337,0.000023226088,0.0000020356513,0.0006662066,1.4301808e-7,0.000113407055,0.9956264,0.0024452272,0.0007086924,0.00008070445,0.000115520364],"about_ca_topic_score_codex":0.000013276066,"about_ca_topic_score_gemma":0.000018583154,"teacher_disagreement_score":0.87565285,"about_ca_system_score_codex":0.00006980491,"about_ca_system_score_gemma":0.0000057383304,"threshold_uncertainty_score":0.5100158},"labels":[],"label_agreement":null},{"id":"W4210632601","doi":"10.1115/imece2021-73914","title":"Optimum Selection of Thin-Walled Laminated Composite Structures in Robot Design","year":2021,"lang":"en","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Structural engineering; Bending; Composite number; Stiffness; Cross section (physics); Bending stiffness; Chart; Beam (structure); Materials science; Computer science; Engineering; Composite material; Mathematics","score_opus":0.007135086651249916,"score_gpt":0.20533894736348376,"score_spread":0.19820386071223384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210632601","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24206243,0.00033735333,0.7527898,0.0000382925,0.00013293992,0.00012815619,0.000001603719,0.00016684057,0.0043425844],"genre_scores_gemma":[0.9280926,0.000048573078,0.07166806,0.000015171125,0.00001583127,0.000001796492,0.000030896168,0.000013349573,0.00011370843],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993728,0.000048753052,0.00023712465,0.00012535792,0.00010164468,0.00011433887],"domain_scores_gemma":[0.9997131,0.00003420152,0.000028325012,0.00010569725,0.000094993724,0.000023638499],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000056887948,0.00010562653,0.00020456815,0.00013494995,0.000022183689,0.000024541203,0.000059404356,0.000068378635,0.00042080326],"category_scores_gemma":[0.000007930061,0.00010006835,0.000049400296,0.00058130553,0.0000079472,0.00007577238,0.000015359628,0.000096559495,0.0000013298666],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000076098554,0.000008316297,0.0006523219,0.000015534306,0.000045849487,0.0000031196964,0.00009678903,0.853142,0.14484824,0.00022720956,0.00007904459,0.0008739669],"study_design_scores_gemma":[0.00023298457,0.000011643739,0.012807891,0.000009182981,0.000023749817,0.00000596031,0.000020811935,0.7585414,0.22800621,0.0002244095,0.000022031589,0.000093743554],"about_ca_topic_score_codex":0.000027063146,"about_ca_topic_score_gemma":0.00012349889,"teacher_disagreement_score":0.68603015,"about_ca_system_score_codex":0.000046797883,"about_ca_system_score_gemma":0.000014297138,"threshold_uncertainty_score":0.46075004},"labels":[],"label_agreement":null},{"id":"W4210725095","doi":"10.1139/tcsme-2020-0111","title":"Modeling the effect of the inclination angle on the dynamic response of a biaxially pre-stressed plate","year":2022,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Dimensionless quantity; Finite element method; Vibration; Materials science; Structural engineering; Mechanics; Stress (linguistics); Elasticity (physics); Aspect ratio (aeronautics); Material properties; Composite material; Engineering; Physics","score_opus":0.004026957763755868,"score_gpt":0.18761064381522907,"score_spread":0.1835836860514732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210725095","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6861513,0.00007575396,0.3116758,0.00086350535,0.00031547112,0.0006619564,0.0002197405,0.000028368737,0.0000080560185],"genre_scores_gemma":[0.9994977,0.0000056584167,0.00036310285,0.000022648112,0.000008427229,0.000058105987,0.000004182846,0.000022266951,0.00001790675],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992703,0.00006739341,0.00023852426,0.00008550014,0.00020183611,0.00013642847],"domain_scores_gemma":[0.9991936,0.0003543176,0.000051261726,0.00033378886,0.00003707865,0.000029948078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000552749,0.00010464862,0.00015099843,0.000044104487,0.00036248058,0.0000092407645,0.00039725093,0.000054000837,0.000018026783],"category_scores_gemma":[0.000049498864,0.000059495655,0.00054305256,0.00046169214,0.000021807547,0.000027030923,0.000013802256,0.00027437287,3.2583177e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003978576,0.0000032982546,6.710781e-7,0.0000392218,0.00013794813,1.9144958e-8,0.00039495504,0.9775996,0.021244287,0.00025752315,0.000009462923,0.00027322976],"study_design_scores_gemma":[0.00018842048,0.000069010406,0.00005300605,0.000027204753,0.00014450739,8.820758e-7,0.000066788394,0.97788334,0.021399269,0.00005326329,0.000057353474,0.000056929985],"about_ca_topic_score_codex":0.0011607741,"about_ca_topic_score_gemma":0.00375188,"teacher_disagreement_score":0.31334636,"about_ca_system_score_codex":0.00025661243,"about_ca_system_score_gemma":0.000057638234,"threshold_uncertainty_score":0.27879444},"labels":[],"label_agreement":null},{"id":"W4211055795","doi":"10.1139/tcsme-2021-0084","title":"Bending response analysis of a laminated, tapered, curved, composite panel made from an agglomerated and wavy MWCNT–glass fiber–polymer hybrid","year":2022,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Composite material; Waviness; Composite number; Volume fraction; Bending; Curvature; Finite element method; Deflection (physics); Carbon nanotube; Glass fiber; Structural engineering; Geometry; Optics","score_opus":0.007849837279265578,"score_gpt":0.1950903577043282,"score_spread":0.18724052042506262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4211055795","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8732593,0.000462002,0.12340411,0.00016067212,0.00018548682,0.00024148558,0.002200761,0.00007865867,0.000007487665],"genre_scores_gemma":[0.9963805,0.000020343732,0.0032575913,0.00003154256,0.000013068286,0.000030772186,0.00017842962,0.000038042996,0.000049692702],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899364,0.000042907435,0.00033185774,0.00020802554,0.00018017596,0.00024338742],"domain_scores_gemma":[0.99929124,0.00014245535,0.00005928067,0.00029537748,0.000048075482,0.00016357217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021904735,0.0001731513,0.00036919094,0.0002387243,0.00030633598,0.000026975245,0.00023429895,0.0000725852,0.0002144611],"category_scores_gemma":[0.000007857327,0.00017951964,0.0005669105,0.0010551868,0.000025273574,0.0000939884,0.000014063462,0.00025097476,9.980099e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032659653,0.000010568509,0.00000782127,0.000023460934,0.0016144562,5.274756e-7,0.00039343277,0.88161445,0.11522015,0.00006989427,0.000012831953,0.0009997652],"study_design_scores_gemma":[0.0003041483,0.00003775829,0.00041776852,0.000012238913,0.0015354253,0.0000035887613,0.0001358,0.96208245,0.03494852,0.000019114692,0.00032234704,0.00018086021],"about_ca_topic_score_codex":0.00681549,"about_ca_topic_score_gemma":0.005381763,"teacher_disagreement_score":0.12312118,"about_ca_system_score_codex":0.000314808,"about_ca_system_score_gemma":0.00004698583,"threshold_uncertainty_score":0.99979824},"labels":[],"label_agreement":null},{"id":"W4213165766","doi":"10.1016/j.tws.2022.108989","title":"Finite element formulation for the dynamic analysis of shear deformable thin-walled beams","year":2022,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Image warping; Finite element method; Torsion (gastropod); Discretization; Inertial frame of reference; Vibration; Timoshenko beam theory; Shear (geology); Structural engineering; Physics; Classical mechanics; Mechanics; Mathematical analysis; Mathematics; Engineering; Computer science; Materials science; Acoustics","score_opus":0.005704618848542812,"score_gpt":0.22222734076942408,"score_spread":0.21652272192088126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213165766","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3618676,0.0024569388,0.63037366,0.00038390097,0.0009557244,0.0018141434,0.0004710523,0.0004001539,0.0012767984],"genre_scores_gemma":[0.9939699,0.00009754491,0.004746196,0.00010741018,0.000046720026,0.00008846176,0.0007540196,0.0000393677,0.00015036935],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982506,0.000058432488,0.00061669084,0.00025873454,0.0004926448,0.00032287394],"domain_scores_gemma":[0.9988396,0.00026850036,0.00020642068,0.0005235836,0.00011142938,0.00005042747],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00037170065,0.0002654752,0.00051229715,0.00045751993,0.0005707213,0.0000641208,0.00043183207,0.00007013748,0.0009283149],"category_scores_gemma":[0.000029027491,0.0001994384,0.0004800564,0.0011070551,0.000020273685,0.00013627014,0.000121888,0.0002534433,7.489162e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008869579,0.000009889336,0.000112378715,0.000035687197,0.0023091442,4.2239e-7,0.0022355355,0.9908799,0.00079461694,0.0019759876,0.0002456014,0.0013121697],"study_design_scores_gemma":[0.0006095387,0.00006816648,0.004310672,0.0000028821642,0.0018942573,0.0000017619442,0.00040132823,0.9873512,0.0004905055,0.0026766607,0.0019668716,0.00022618964],"about_ca_topic_score_codex":0.00010268418,"about_ca_topic_score_gemma":0.00026401068,"teacher_disagreement_score":0.6321023,"about_ca_system_score_codex":0.00020629681,"about_ca_system_score_gemma":0.000025980202,"threshold_uncertainty_score":0.999985},"labels":[],"label_agreement":null},{"id":"W4213168855","doi":"10.3390/applmech3010015","title":"On the Free Vibration and the Buckling Analysis of Laminated Composite Beams Subjected to Axial Force and End Moment: A Dynamic Finite Element Analysis","year":2022,"lang":"en","type":"article","venue":"Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Finite element method; Method of mean weighted residuals; Bending moment; Galerkin method; Vibration; Structural engineering; Discretization; Mathematical analysis; Mixed finite element method; Finite strip method; Mathematics; Natural frequency; Equations of motion; Engineering; Physics; Classical mechanics","score_opus":0.0023600697683799584,"score_gpt":0.17239829821762334,"score_spread":0.17003822844924338,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213168855","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34593254,0.00006668496,0.65321124,0.00017312913,0.000031969732,0.0003517746,0.00007249619,0.00003707403,0.00012310539],"genre_scores_gemma":[0.9982952,0.000048512018,0.0010999396,0.00014975296,0.0000075670205,0.00007466031,0.00029637892,0.000014599705,0.000013394165],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989984,0.000060165272,0.00029912207,0.00021562906,0.00028703848,0.00013966342],"domain_scores_gemma":[0.99923724,0.00023663625,0.00010025607,0.00035695956,0.00003445474,0.000034442426],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003620087,0.00014970759,0.00034806068,0.00047955336,0.00026913712,0.00005312806,0.00017882485,0.000030994117,0.00008561806],"category_scores_gemma":[0.000010008578,0.000107542895,0.00011706605,0.0026863683,0.000014733122,0.00002259381,0.000157984,0.00013770504,1.9871652e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000084209205,0.000009957112,0.000012382962,0.0000062147537,0.0026564347,2.6137585e-7,0.00095264206,0.94246614,0.011010236,0.041952174,0.0000054355014,0.00084393675],"study_design_scores_gemma":[0.00047316944,0.00003475617,0.00037643034,0.0000017436776,0.0042277025,2.2634252e-7,0.0002677568,0.99031407,0.0016101619,0.0025572383,0.000022489618,0.000114275594],"about_ca_topic_score_codex":0.000034795237,"about_ca_topic_score_gemma":0.00025499854,"teacher_disagreement_score":0.65236264,"about_ca_system_score_codex":0.000068346664,"about_ca_system_score_gemma":0.000004399829,"threshold_uncertainty_score":0.4385472},"labels":[],"label_agreement":null},{"id":"W4214860548","doi":"10.18280/mmep.090107","title":"Numerical Solution for Electronic Assemblies Subjected to Mechanical Bending","year":2022,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bending; Stiffness; Bending stiffness; Work (physics); Structural engineering; Finite element method; Materials science; Boundary value problem; Numerical analysis; Layer (electronics); Composite material; Mechanical engineering; Engineering; Mathematics; Mathematical analysis","score_opus":0.010976032443739545,"score_gpt":0.19689200234105173,"score_spread":0.18591596989731218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214860548","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.029902766,0.00016254254,0.96916187,0.000074476404,0.00007509361,0.00024027981,0.000003967091,0.00032057124,0.00005841706],"genre_scores_gemma":[0.9447561,0.000014622462,0.054911744,0.000011729658,0.00004226132,0.00018134915,0.000018688983,0.000043517182,0.000020015694],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906695,0.000008762492,0.0002400542,0.000189078,0.00014936388,0.0003457996],"domain_scores_gemma":[0.99968606,0.000081250226,0.000015678199,0.00010985728,0.000020623771,0.00008650303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019918551,0.00015105208,0.0002248049,0.0001364517,0.0001541573,0.000050958122,0.000088070214,0.000040068317,0.000023374567],"category_scores_gemma":[0.000014879007,0.00015656659,0.000065806074,0.00026233742,0.000003205115,0.00004972008,0.000038799346,0.0001894009,0.0000016275941],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000047210438,0.000011412895,9.0338887e-7,0.00013853732,0.00003681993,1.9753065e-7,0.00020193908,0.97940314,0.0056948913,0.014056434,0.00003177782,0.00041924906],"study_design_scores_gemma":[0.00011796354,0.00007510995,0.0000013992252,0.000021493452,0.000036636236,0.000009767388,0.000010064147,0.99216455,0.0005342258,0.005974068,0.0008630496,0.00019167925],"about_ca_topic_score_codex":0.000003343425,"about_ca_topic_score_gemma":4.3084768e-7,"teacher_disagreement_score":0.91485333,"about_ca_system_score_codex":0.00011337735,"about_ca_system_score_gemma":0.000005661305,"threshold_uncertainty_score":0.63846},"labels":[],"label_agreement":null},{"id":"W4220947891","doi":"10.1080/15376494.2022.2048147","title":"Transient response analysis of sandwich composite panel","year":2022,"lang":"en","type":"article","venue":"Mechanics of Advanced Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Social Sciences and Humanities Research Council of Canada","keywords":"Thermoelastic damping; Materials science; Micromechanics; Thermal shock; Laplace transform; Elasticity (physics); Material properties; Mechanics; Isotropy; Composite material; Composite number; Structural engineering; Thermal; Mathematics; Engineering; Mathematical analysis; Thermodynamics; Physics","score_opus":0.005745524298000297,"score_gpt":0.20639557663491115,"score_spread":0.20065005233691086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220947891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98934096,0.00044292666,0.009501138,0.000010512718,0.00019531626,0.00009079384,0.00037145967,0.000027676955,0.000019186835],"genre_scores_gemma":[0.9959777,0.000113718364,0.0037777347,0.000011464648,0.000007483534,0.000006064511,0.00008779788,0.000013647818,0.0000043937353],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991424,0.0000721756,0.0003549394,0.0001441244,0.00017710998,0.00010922052],"domain_scores_gemma":[0.9996029,0.000037083395,0.00010544604,0.00018244825,0.000042172313,0.000029931822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015876102,0.0001251338,0.00046515104,0.00029155007,0.00007470474,0.00001269125,0.00010863318,0.00003020165,0.0002985271],"category_scores_gemma":[0.000005819598,0.000118118754,0.000087303386,0.0004315964,0.000011638125,0.00004133386,0.000047435962,0.00004853504,2.5808466e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023140392,0.0000036290362,0.0000053667773,0.000025889864,0.00024354918,6.227476e-7,0.00024837404,0.43838003,0.5594993,0.0007837623,0.0000031621712,0.0005748666],"study_design_scores_gemma":[0.00061734696,0.00019178417,0.008704144,0.00000834321,0.0012131502,0.000005778906,0.00029530874,0.062725045,0.9223829,0.0032327203,0.00034688466,0.000276617],"about_ca_topic_score_codex":0.000012634424,"about_ca_topic_score_gemma":0.0000066549214,"teacher_disagreement_score":0.37565497,"about_ca_system_score_codex":0.000020619327,"about_ca_system_score_gemma":0.0000055487567,"threshold_uncertainty_score":0.48167428},"labels":[],"label_agreement":null},{"id":"W4220997695","doi":"10.1177/10775463221078658","title":"Free vibration analyses of functionally graded plates based on improved refined shear and normal deformation theory considering thickness stretching effect using Airy stress function","year":2022,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Airy function; Displacement field; Vibration; Plate theory; Transverse plane; Shear (geology); Neutral plane; Materials science; Structural engineering; Vibration of plates; Displacement (psychology); Bending; Mathematical analysis; Geometry; Mechanics; Mathematics; Physics; Composite material; Engineering; Finite element method; Acoustics","score_opus":0.006616708089350835,"score_gpt":0.21253866143639777,"score_spread":0.20592195334704694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220997695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58446425,0.00023447433,0.41493782,0.000057583882,0.00015519166,0.00010110147,0.000014871175,0.000017343826,0.000017379749],"genre_scores_gemma":[0.99873954,0.000011993158,0.0010059634,0.00011418041,0.00007976,0.0000037382176,0.00003180147,0.000012231192,8.0994903e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988697,0.00021075486,0.00048335994,0.00009180252,0.0002584376,0.00008592247],"domain_scores_gemma":[0.9991793,0.00022941982,0.00034566462,0.000091301416,0.00011128856,0.000043047177],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049372046,0.00013301353,0.0002718091,0.00034178694,0.00022348213,0.00007735359,0.000049373426,0.00004865249,0.00004172117],"category_scores_gemma":[0.0000555945,0.00011413431,0.00008641624,0.00017152389,0.000018201488,0.0005169824,0.000015049885,0.00020617899,3.2577944e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005808576,0.000012579291,0.00058115815,0.000046871548,0.00013282786,7.88417e-7,0.000113506394,0.7830312,0.21301515,0.000115407754,0.000003961822,0.0023656334],"study_design_scores_gemma":[0.0021371548,0.00044462003,0.007081632,0.00003786098,0.0003250757,0.000020847918,0.00021360123,0.97407025,0.01534681,0.0002154361,0.0000037862799,0.000102914644],"about_ca_topic_score_codex":0.0000083369805,"about_ca_topic_score_gemma":0.000007891908,"teacher_disagreement_score":0.4142753,"about_ca_system_score_codex":0.00005578436,"about_ca_system_score_gemma":0.000032029555,"threshold_uncertainty_score":0.4654262},"labels":[],"label_agreement":null},{"id":"W4221115412","doi":"10.3390/app12052700","title":"Vibration and Reliability Analysis of Non-Uniform Composite Beam under Random Load","year":2022,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"National Natural Science Foundation of China","keywords":"Random vibration; Vibration; Structural engineering; Beam (structure); Composite number; Rigidity (electromagnetism); Flutter; Reliability (semiconductor); Mathematics; Engineering; Materials science; Mechanics; Acoustics; Physics; Aerodynamics; Composite material","score_opus":0.004455670366841588,"score_gpt":0.20587854137415168,"score_spread":0.2014228710073101,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221115412","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8785669,0.00005271927,0.115356095,0.000034768913,0.000040524035,0.00009497546,0.000006763583,0.000029658859,0.005817597],"genre_scores_gemma":[0.99664307,0.000015538746,0.0032646141,0.000034018274,0.0000069637244,0.000009216942,0.00001768748,0.0000027842548,0.000006122999],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992895,0.000010176417,0.00017952919,0.00015804864,0.00027653683,0.000086212545],"domain_scores_gemma":[0.9997411,0.0000522555,0.000046187484,0.00011416234,0.000022676128,0.000023664781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034608247,0.000066016226,0.00018699988,0.00018816961,0.00024318226,0.000033669614,0.00011391532,0.000014997131,0.00008827196],"category_scores_gemma":[0.0000020225468,0.00005837511,0.000052022267,0.0015009963,0.0000864035,0.00007357995,0.00004928716,0.00005370199,3.0978666e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008730396,0.0000061857595,0.0007088643,0.000005229028,0.00006392078,4.1827946e-8,0.0003360307,0.9819156,0.016310833,0.00025640219,0.000017542146,0.00037060207],"study_design_scores_gemma":[0.00020587708,0.00001785701,0.01599984,6.548924e-7,0.00021072334,2.9116248e-7,0.00029392852,0.97914773,0.0036232062,0.00036678853,0.00005154287,0.00008157661],"about_ca_topic_score_codex":0.000040242638,"about_ca_topic_score_gemma":0.000030498803,"teacher_disagreement_score":0.11807616,"about_ca_system_score_codex":0.000045102035,"about_ca_system_score_gemma":0.000014396295,"threshold_uncertainty_score":0.23804678},"labels":[],"label_agreement":null},{"id":"W4225120297","doi":"10.1016/j.compstruct.2022.115630","title":"Vibration of variable stiffness composite laminate and hybrid composite laminate plates coupled to sloshing fluid","year":2022,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Plate theory; Materials science; Composite number; Vibration; Ritz method; Slosh dynamics; Stiffness; Boundary value problem; Structural engineering; Curvilinear coordinates; Mechanics; Composite material; Geometry; Engineering; Physics; Finite element method; Mathematics; Mathematical analysis; Acoustics","score_opus":0.003997159323877348,"score_gpt":0.19380666878900643,"score_spread":0.1898095094651291,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225120297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9743558,0.00093177584,0.022537692,0.00008760499,0.0005543775,0.00046109024,0.00022193755,0.00024084731,0.00060888694],"genre_scores_gemma":[0.98723686,0.000041301373,0.011622918,0.00015560047,0.00009850806,0.000030590745,0.00068923086,0.000079840436,0.00004513123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976875,0.00013796837,0.00069196,0.00052761455,0.00050934125,0.00044560086],"domain_scores_gemma":[0.99882156,0.0001785885,0.00018353606,0.0004724904,0.00015914896,0.00018465238],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020256266,0.00047178887,0.000708467,0.0005107133,0.00061253493,0.00020867334,0.00046156906,0.000075547316,0.00023864546],"category_scores_gemma":[0.000013535521,0.0005029559,0.000120613724,0.0007739828,0.000076935925,0.00029501313,0.0004148475,0.00037819752,0.0000020237858],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010260978,0.000016963926,0.0006098582,0.00011191858,0.00015341025,0.000010970141,0.00051429705,0.5162458,0.47983646,0.0008465375,0.0002075895,0.0013435787],"study_design_scores_gemma":[0.0013040378,0.00019345923,0.0473097,0.000087208035,0.000360242,0.00016099562,0.00013398127,0.8217254,0.12438236,0.0019585793,0.001385715,0.0009982734],"about_ca_topic_score_codex":0.00013308202,"about_ca_topic_score_gemma":0.000013469137,"teacher_disagreement_score":0.35545412,"about_ca_system_score_codex":0.00015311282,"about_ca_system_score_gemma":0.00002177521,"threshold_uncertainty_score":0.9997422},"labels":[],"label_agreement":null},{"id":"W4226136983","doi":"10.32920/19224471.v1","title":"On the Free Vibration and the Buckling Analysis of Laminated Composite Beams Subjected to Axial Force and End Moment: A Dynamic Finite Element Analysis","year":2022,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Bending moment; Vibration; Galerkin method; Discretization; Mathematical analysis; Method of mean weighted residuals; Mathematics; Structural engineering; Finite strip method; Natural frequency; Eigenvalues and eigenvectors; Physics; Engineering","score_opus":0.0033548319989236235,"score_gpt":0.2005903354748751,"score_spread":0.19723550347595148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226136983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54818153,0.00021073493,0.44981167,0.000441273,0.0000699547,0.0005542545,0.00020007048,0.00006556138,0.0004649491],"genre_scores_gemma":[0.9964538,0.00023849503,0.0016005031,0.00010928908,0.000016072152,0.00007702103,0.0013761428,0.000022732833,0.000105922074],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981984,0.00018614231,0.0005953002,0.00042506613,0.0004129409,0.00018216872],"domain_scores_gemma":[0.9984067,0.00048689268,0.00020556041,0.00075281307,0.00009524344,0.000052778072],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046874626,0.0003179569,0.0007748628,0.001193702,0.00022218771,0.0001834639,0.00034008393,0.00009614057,0.00047213386],"category_scores_gemma":[0.00003441067,0.00020679248,0.000369941,0.002768719,0.000054960692,0.00003983769,0.00055602525,0.00034146925,2.014193e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000076017735,0.000011680643,0.00053374044,0.000029906685,0.010983233,5.5092937e-7,0.0011859387,0.98456395,0.0006293168,0.0015199686,0.00001098978,0.00045471967],"study_design_scores_gemma":[0.000380476,0.000030272951,0.014229165,0.000012100415,0.012000229,1.7217785e-7,0.00015493616,0.97216195,0.00027792237,0.00052664115,0.000014312172,0.00021183677],"about_ca_topic_score_codex":0.00042910932,"about_ca_topic_score_gemma":0.0019308807,"teacher_disagreement_score":0.4482723,"about_ca_system_score_codex":0.00012304247,"about_ca_system_score_gemma":0.000009991057,"threshold_uncertainty_score":0.84327525},"labels":[],"label_agreement":null},{"id":"W4226194938","doi":"10.32920/19224504.v1","title":"Dynamic Finite Element Modelling and Vibration Analysis of Prestressed Layered Bending–Torsion Coupled Beams","year":2022,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Structural engineering; Torsion (gastropod); Vibration; Bending moment; Homogenization (climate); Nonlinear system; Beam (structure); Stiffness; Timoshenko beam theory; Materials science; Engineering; Physics; Acoustics","score_opus":0.0073062399468732135,"score_gpt":0.21755633993276924,"score_spread":0.21025009998589603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226194938","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22530958,0.00037310174,0.77347076,0.000010812281,0.000118727025,0.00019870885,0.000076822864,0.00009565922,0.00034579984],"genre_scores_gemma":[0.9771079,0.0009548634,0.018591553,0.000005951107,0.000013375483,0.0000234241,0.0032133088,0.000027537866,0.00006212226],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986888,0.000031976575,0.00052166096,0.00033854268,0.00028254956,0.0001364355],"domain_scores_gemma":[0.9993051,0.00004968175,0.00017805968,0.0003610018,0.00006046662,0.00004567675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000118445154,0.0002385141,0.0005261449,0.000729208,0.0000749245,0.000067417226,0.00014346215,0.00012493246,0.00087957014],"category_scores_gemma":[0.0000041200697,0.0002451511,0.00021546596,0.0005818799,0.000010503886,0.000065069165,0.00023135748,0.00023319197,2.5145684e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000099133595,0.0000129072805,0.0004894778,0.00011851738,0.0015807867,5.121474e-7,0.00021794582,0.99634254,0.0009996073,0.000056532688,0.000008857018,0.00016238443],"study_design_scores_gemma":[0.0001296494,0.000015864603,0.0008670038,0.000020406707,0.0019670979,7.272838e-8,0.000053328655,0.99624014,0.0003627977,0.000090410416,0.000033352393,0.0002198578],"about_ca_topic_score_codex":0.00020091467,"about_ca_topic_score_gemma":0.00015226567,"teacher_disagreement_score":0.75487924,"about_ca_system_score_codex":0.0001245071,"about_ca_system_score_gemma":0.000013971226,"threshold_uncertainty_score":0.99969715},"labels":[],"label_agreement":null},{"id":"W4226399515","doi":"10.32920/19224504","title":"Dynamic Finite Element Modelling and Vibration Analysis of Prestressed Layered Bending–Torsion Coupled Beams","year":2022,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Structural engineering; Torsion (gastropod); Vibration; Bending moment; Homogenization (climate); Nonlinear system; Beam (structure); Stiffness; Timoshenko beam theory; Engineering; Physics; Acoustics","score_opus":0.0073062399468732135,"score_gpt":0.21755633993276924,"score_spread":0.21025009998589603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226399515","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22530958,0.00037310174,0.77347076,0.000010812281,0.000118727025,0.00019870885,0.000076822864,0.00009565922,0.00034579984],"genre_scores_gemma":[0.9771079,0.0009548634,0.018591553,0.000005951107,0.000013375483,0.0000234241,0.0032133088,0.000027537866,0.00006212226],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986888,0.000031976575,0.00052166096,0.00033854268,0.00028254956,0.0001364355],"domain_scores_gemma":[0.9993051,0.00004968175,0.00017805968,0.0003610018,0.00006046662,0.00004567675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000118445154,0.0002385141,0.0005261449,0.000729208,0.0000749245,0.000067417226,0.00014346215,0.00012493246,0.00087957014],"category_scores_gemma":[0.0000041200697,0.0002451511,0.00021546596,0.0005818799,0.000010503886,0.000065069165,0.00023135748,0.00023319197,2.5145684e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000099133595,0.0000129072805,0.0004894778,0.00011851738,0.0015807867,5.121474e-7,0.00021794582,0.99634254,0.0009996073,0.000056532688,0.000008857018,0.00016238443],"study_design_scores_gemma":[0.0001296494,0.000015864603,0.0008670038,0.000020406707,0.0019670979,7.272838e-8,0.000053328655,0.99624014,0.0003627977,0.000090410416,0.000033352393,0.0002198578],"about_ca_topic_score_codex":0.00020091467,"about_ca_topic_score_gemma":0.00015226567,"teacher_disagreement_score":0.75487924,"about_ca_system_score_codex":0.0001245071,"about_ca_system_score_gemma":0.000013971226,"threshold_uncertainty_score":0.99969715},"labels":[],"label_agreement":null},{"id":"W4226478838","doi":"10.32920/19224471","title":"On the Free Vibration and the Buckling Analysis of Laminated Composite Beams Subjected to Axial Force and End Moment: A Dynamic Finite Element Analysis","year":2022,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Bending moment; Vibration; Structural engineering; Galerkin method; Discretization; Mathematical analysis; Method of mean weighted residuals; Natural frequency; Mathematics; Finite strip method; Eigenvalues and eigenvectors; Engineering; Physics","score_opus":0.0033548319989236235,"score_gpt":0.2005903354748751,"score_spread":0.19723550347595148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226478838","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54818153,0.00021073493,0.44981167,0.000441273,0.0000699547,0.0005542545,0.00020007048,0.00006556138,0.0004649491],"genre_scores_gemma":[0.9964538,0.00023849503,0.0016005031,0.00010928908,0.000016072152,0.00007702103,0.0013761428,0.000022732833,0.000105922074],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981984,0.00018614231,0.0005953002,0.00042506613,0.0004129409,0.00018216872],"domain_scores_gemma":[0.9984067,0.00048689268,0.00020556041,0.00075281307,0.00009524344,0.000052778072],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046874626,0.0003179569,0.0007748628,0.001193702,0.00022218771,0.0001834639,0.00034008393,0.00009614057,0.00047213386],"category_scores_gemma":[0.00003441067,0.00020679248,0.000369941,0.002768719,0.000054960692,0.00003983769,0.00055602525,0.00034146925,2.014193e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000076017735,0.000011680643,0.00053374044,0.000029906685,0.010983233,5.5092937e-7,0.0011859387,0.98456395,0.0006293168,0.0015199686,0.00001098978,0.00045471967],"study_design_scores_gemma":[0.000380476,0.000030272951,0.014229165,0.000012100415,0.012000229,1.7217785e-7,0.00015493616,0.97216195,0.00027792237,0.00052664115,0.000014312172,0.00021183677],"about_ca_topic_score_codex":0.00042910932,"about_ca_topic_score_gemma":0.0019308807,"teacher_disagreement_score":0.4482723,"about_ca_system_score_codex":0.00012304247,"about_ca_system_score_gemma":0.000009991057,"threshold_uncertainty_score":0.84327525},"labels":[],"label_agreement":null},{"id":"W4229027572","doi":"10.1177/09544062221087086","title":"Vibration and buckling analyses of functionally graded plates based on refined plate theory using airy stress function","year":2022,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part C Journal of Mechanical Engineering Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Airy function; Displacement field; Buckling; Plate theory; Vibration; Structural engineering; Transverse plane; Square (algebra); Mathematical analysis; Displacement (psychology); Mathematics; Geometry; Physics; Engineering; Boundary value problem; Acoustics; Finite element method","score_opus":0.014668340729476561,"score_gpt":0.22693055978021923,"score_spread":0.21226221905074266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229027572","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57813233,0.00016772802,0.42047232,0.000066361186,0.00094812707,0.00013357343,0.0000133594285,0.00003927673,0.000026919055],"genre_scores_gemma":[0.9906266,0.00002508938,0.009242547,0.000021411483,0.000063281994,0.0000027279516,0.0000016506037,0.000015452282,0.000001270774],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978362,0.000016892747,0.0008161731,0.0001881168,0.0009541122,0.00018855624],"domain_scores_gemma":[0.99876916,0.0001336806,0.0004775863,0.00011772052,0.00040519738,0.00009663811],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013824371,0.00018993102,0.00040436035,0.0005728824,0.00016228341,0.000024924502,0.00039792157,0.000073254414,0.000017722248],"category_scores_gemma":[0.00042547367,0.00015326586,0.00019485453,0.0012799958,0.000093789655,0.0003776258,0.00009570514,0.00039676673,4.406881e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000087427674,0.000024445859,0.000005467435,0.00005930482,0.000046752426,2.165025e-7,0.000022016731,0.59269375,0.39741024,0.009523318,0.000003145553,0.00012392331],"study_design_scores_gemma":[0.00033555095,0.00022289171,0.000078957935,0.00019125585,0.00012413222,0.000013731994,0.000057088484,0.700743,0.2976474,0.00047005338,0.000015552805,0.000100351645],"about_ca_topic_score_codex":0.0000023769553,"about_ca_topic_score_gemma":1.9184935e-7,"teacher_disagreement_score":0.41249424,"about_ca_system_score_codex":0.00016325245,"about_ca_system_score_gemma":0.0000971301,"threshold_uncertainty_score":0.62500006},"labels":[],"label_agreement":null},{"id":"W4233427500","doi":"10.32920/ryerson.14655045","title":"Development of a Quasi-Exact Dynamic Finite Element (QDFE) Method For the Free Vibration Analysis of Thin Rectangular Multilayered Plates","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Government of Ontario","keywords":"Finite element method; Vibration; Modal analysis; Ordinary differential equation; Differential equation; Computer science; Finite strip method; Applied mathematics; Structural engineering; Mathematics; Mathematical analysis; Engineering; Physics; Acoustics","score_opus":0.010458708068537922,"score_gpt":0.264489311948715,"score_spread":0.25403060388017706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233427500","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024373328,0.00062741985,0.97416824,0.000040907285,0.00012659674,0.000462133,0.0000869111,0.00005119778,0.00006327881],"genre_scores_gemma":[0.42293018,0.00012287268,0.57597893,0.000008963251,0.000010792922,0.000053068696,0.00085485884,0.000020662965,0.000019630625],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99819916,0.00006585617,0.0009820681,0.0003193804,0.00028548026,0.00014804638],"domain_scores_gemma":[0.9982341,0.00042542402,0.00034109812,0.00071510114,0.00025573422,0.000028541475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005300082,0.0002729657,0.0007795969,0.0004458318,0.00006260093,0.000057438676,0.00034890822,0.00018138216,0.00021714569],"category_scores_gemma":[0.00007927428,0.00020599406,0.0005445694,0.000672434,0.000010480795,0.00004627252,0.00021048683,0.00016732064,1.2268472e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015370964,0.000029121975,0.000044970642,0.00021068958,0.007729822,1.9886058e-7,0.002506443,0.97059584,0.009242236,0.00003589337,0.000013490891,0.00957593],"study_design_scores_gemma":[0.00018713022,0.0000118471025,0.0012812652,0.000048265472,0.003025803,9.9909315e-8,0.0004303132,0.96471393,0.029974252,0.000055275792,0.000071949915,0.00019987879],"about_ca_topic_score_codex":0.00015451612,"about_ca_topic_score_gemma":0.0041748476,"teacher_disagreement_score":0.39855686,"about_ca_system_score_codex":0.00013141804,"about_ca_system_score_gemma":0.00007145455,"threshold_uncertainty_score":0.84001935},"labels":[],"label_agreement":null},{"id":"W4233742231","doi":"10.32920/ryerson.14654586","title":"Dynamic Finite Element (DFE) Formulation of Functionally Graded Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Beam (structure); Stiffness; Timoshenko beam theory; Structural engineering; Mathematics; Computer science; Engineering","score_opus":0.005585048234081384,"score_gpt":0.20467603616673036,"score_spread":0.19909098793264898,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233742231","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09156022,0.00039889102,0.90449804,0.000032199394,0.00051394413,0.00017691066,0.000016861683,0.00012964716,0.0026732858],"genre_scores_gemma":[0.9778204,0.00018022355,0.019487904,0.000016169473,0.00003702343,0.000010672066,0.0022306673,0.000022866734,0.00019409423],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906135,0.000012361893,0.00040680866,0.0001966018,0.00021776503,0.00010509956],"domain_scores_gemma":[0.9994298,0.000025261956,0.00008949683,0.00028437312,0.00014212354,0.000028919969],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005695375,0.00017785832,0.000273479,0.0001570808,0.000023702392,0.000045299337,0.0000938561,0.00014278328,0.0006345702],"category_scores_gemma":[0.0000064460246,0.00017654168,0.0001962786,0.0001580232,0.000005169305,0.000057196987,0.00010333866,0.00017743287,0.000001916894],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026381651,0.000009541498,0.00017414177,0.00013296684,0.0002241257,4.755981e-7,0.000084870146,0.995963,0.0013266741,0.00022194335,0.000049107064,0.0018105544],"study_design_scores_gemma":[0.000120515484,0.000009023779,0.0053588697,0.000046322417,0.00013241843,5.460607e-7,0.000026190502,0.9921287,0.0013301148,0.00052295154,0.00015079071,0.00017355877],"about_ca_topic_score_codex":0.00003128348,"about_ca_topic_score_gemma":0.00016239703,"teacher_disagreement_score":0.88626015,"about_ca_system_score_codex":0.00011204267,"about_ca_system_score_gemma":0.000025657604,"threshold_uncertainty_score":0.7199161},"labels":[],"label_agreement":null},{"id":"W4234121619","doi":"10.32920/ryerson.14654742.v1","title":"An investigation into the free vibrations of carbon nanotubes using analytical and finite element methods","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Eigenvalues and eigenvectors; Carbon nanotube; Euler's formula; Vibration; Timoshenko beam theory; Materials science; Nonlinear system; Displacement (psychology); Stiffness matrix; Normal mode; Galerkin method; Mathematical analysis; Physics; Mathematics; Composite material; Thermodynamics; Acoustics","score_opus":0.019047530083189403,"score_gpt":0.29424351168985585,"score_spread":0.2751959816066665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234121619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5218602,0.00042016926,0.47715962,0.0000840807,0.000102200735,0.00010188492,0.0000030264785,0.00003654641,0.00023229783],"genre_scores_gemma":[0.6764982,0.00009962922,0.32320145,0.00002307582,0.000056478708,0.000004842532,0.0000982961,0.000013684805,0.000004361329],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999102,0.00014144486,0.0003431905,0.00020190756,0.00013185767,0.00007961222],"domain_scores_gemma":[0.99920803,0.00008691082,0.00005972525,0.0004940068,0.00010514854,0.000046151],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002400574,0.00015073009,0.00024788253,0.00012472624,0.000054255946,0.00011885956,0.00014413432,0.00011907141,0.000037126763],"category_scores_gemma":[0.000037741866,0.00011610401,0.00006690468,0.0002081616,0.00004538215,0.0000673153,0.00018262562,0.00018089666,1.9698048e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.936181e-7,0.000003590036,0.0007131522,0.000057612888,0.00013682469,2.0727727e-7,0.0016898726,0.9782866,0.016787117,0.0005162669,0.0000030180827,0.0018050179],"study_design_scores_gemma":[0.000046945588,0.000008285708,0.00094564,0.00003270714,0.00028460438,4.7987595e-7,0.00029819185,0.97875863,0.018034277,0.0014625707,0.000008733625,0.000118922944],"about_ca_topic_score_codex":0.0010593444,"about_ca_topic_score_gemma":0.00093218056,"teacher_disagreement_score":0.15463802,"about_ca_system_score_codex":0.00004556095,"about_ca_system_score_gemma":0.00003997969,"threshold_uncertainty_score":0.4734584},"labels":[],"label_agreement":null},{"id":"W4234205945","doi":"10.32920/ryerson.14656386","title":"A quasi-2D finite element formulation of active constrained-layer functionally graded beam","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Constrained-layer damping; Beam (structure); Finite element method; Materials science; Viscoelasticity; Cantilever; Piezoelectricity; Newmark-beta method; Structural engineering; Mathematical analysis; Composite material; Mathematics; Physics; Acoustics; Engineering; Vibration; Vibration control","score_opus":0.011861866734580078,"score_gpt":0.22379998513324206,"score_spread":0.21193811839866197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234205945","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13599874,0.00019847776,0.8549684,0.00005354914,0.000522721,0.00036589202,0.000069579466,0.00016407299,0.0076585305],"genre_scores_gemma":[0.9898105,0.00009396959,0.008165018,0.000029862009,0.00010063445,0.000021946236,0.001643967,0.000025047424,0.00010900749],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988375,0.00001953057,0.00047673457,0.00025891146,0.0002679002,0.00013943171],"domain_scores_gemma":[0.99921656,0.00006225489,0.00013811463,0.0002815821,0.00025675012,0.000044722907],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006802041,0.00024009109,0.00038197672,0.00019436916,0.000032980406,0.00005234487,0.0000975746,0.00019017594,0.0010470079],"category_scores_gemma":[0.000015665679,0.00023665129,0.00025095872,0.0001888604,0.000013285293,0.00008898505,0.00010201905,0.00025527945,0.0000020053956],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011970102,0.00004122269,0.00012389754,0.00012436429,0.0005532977,0.0000010446142,0.00030961653,0.991238,0.003115117,0.000610331,0.00008596628,0.0037851979],"study_design_scores_gemma":[0.00042537335,0.000053338663,0.0037505806,0.000101521655,0.0003552755,0.0000022389047,0.00028204356,0.9679728,0.025633827,0.0007487788,0.0002761881,0.00039799543],"about_ca_topic_score_codex":0.000052047817,"about_ca_topic_score_gemma":0.00014121764,"teacher_disagreement_score":0.8538118,"about_ca_system_score_codex":0.00011686735,"about_ca_system_score_gemma":0.000061032293,"threshold_uncertainty_score":0.9998662},"labels":[],"label_agreement":null},{"id":"W4235290909","doi":"10.32920/ryerson.14648985.v1","title":"An investigation into the free vibration analysis of intact and defective laminated coposite beams subjected to combined axial force and end moment","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Vibration; Isotropy; Structural engineering; Beam (structure); Moment (physics); Normal mode; Bending moment; Natural frequency; Torsion (gastropod); Materials science; Mechanics; Physics; Engineering; Acoustics; Classical mechanics; Optics","score_opus":0.0033001880118899755,"score_gpt":0.2027632724010055,"score_spread":0.19946308438911553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235290909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8402408,0.00010890701,0.15902056,0.0000902333,0.00007514591,0.0003256631,0.000018613155,0.000063156345,0.000056954847],"genre_scores_gemma":[0.9918161,0.00008460212,0.0064081494,0.00004603136,0.000022218028,0.000026263013,0.0015618535,0.000019074745,0.000015681455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886185,0.00011781628,0.00036396674,0.00035425572,0.00019635593,0.00010574961],"domain_scores_gemma":[0.9990587,0.000071574796,0.000109563596,0.0004502558,0.00022165355,0.00008823206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015617539,0.00023590289,0.00045533304,0.0004711528,0.00008282887,0.00020125865,0.00013971733,0.00016121732,0.000036899102],"category_scores_gemma":[0.00002215346,0.0001939699,0.00009252474,0.00101428,0.000043200875,0.00014425872,0.00021273235,0.00018368948,8.029964e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034907567,0.000016469981,0.008224386,0.0000901762,0.002330422,7.534635e-7,0.013234269,0.8694794,0.104290195,0.00034432145,0.000013818031,0.0019408459],"study_design_scores_gemma":[0.00021762012,0.00008666092,0.19412863,0.000030001002,0.0018357459,4.3257887e-7,0.0004491167,0.7650042,0.03756682,0.0004690274,9.876147e-7,0.00021075657],"about_ca_topic_score_codex":0.0014399189,"about_ca_topic_score_gemma":0.0071542063,"teacher_disagreement_score":0.18590423,"about_ca_system_score_codex":0.00010386399,"about_ca_system_score_gemma":0.000021581807,"threshold_uncertainty_score":0.7909863},"labels":[],"label_agreement":null},{"id":"W4235362113","doi":"10.32920/ryerson.14654586.v1","title":"Dynamic Finite Element (DFE) Formulation of Functionally Graded Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Beam (structure); Stiffness; Structural engineering; Timoshenko beam theory; Mathematics; Computer science; Engineering","score_opus":0.005585048234081384,"score_gpt":0.20467603616673036,"score_spread":0.19909098793264898,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235362113","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09156022,0.00039889102,0.90449804,0.000032199394,0.00051394413,0.00017691066,0.000016861683,0.00012964716,0.0026732858],"genre_scores_gemma":[0.9778204,0.00018022355,0.019487904,0.000016169473,0.00003702343,0.000010672066,0.0022306673,0.000022866734,0.00019409423],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906135,0.000012361893,0.00040680866,0.0001966018,0.00021776503,0.00010509956],"domain_scores_gemma":[0.9994298,0.000025261956,0.00008949683,0.00028437312,0.00014212354,0.000028919969],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005695375,0.00017785832,0.000273479,0.0001570808,0.000023702392,0.000045299337,0.0000938561,0.00014278328,0.0006345702],"category_scores_gemma":[0.0000064460246,0.00017654168,0.0001962786,0.0001580232,0.000005169305,0.000057196987,0.00010333866,0.00017743287,0.000001916894],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026381651,0.000009541498,0.00017414177,0.00013296684,0.0002241257,4.755981e-7,0.000084870146,0.995963,0.0013266741,0.00022194335,0.000049107064,0.0018105544],"study_design_scores_gemma":[0.000120515484,0.000009023779,0.0053588697,0.000046322417,0.00013241843,5.460607e-7,0.000026190502,0.9921287,0.0013301148,0.00052295154,0.00015079071,0.00017355877],"about_ca_topic_score_codex":0.00003128348,"about_ca_topic_score_gemma":0.00016239703,"teacher_disagreement_score":0.88626015,"about_ca_system_score_codex":0.00011204267,"about_ca_system_score_gemma":0.000025657604,"threshold_uncertainty_score":0.7199161},"labels":[],"label_agreement":null},{"id":"W4235831637","doi":"10.32920/14637525.v1","title":"A dynamic coefficient matrix method for the free vibration of thin rectangular isotropic plates","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; Isotropy; Boundary value problem; Structural engineering; MATLAB; Mathematical analysis; Matrix (chemical analysis); Finite element method; Vibration of plates; Benchmark (surveying); Beam (structure); Exact solutions in general relativity; Differential equation; Mathematics; Computer science; Acoustics; Physics; Materials science; Engineering; Optics","score_opus":0.004924456682052905,"score_gpt":0.2512525835644968,"score_spread":0.2463281268824439,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235831637","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0071999803,0.0026373256,0.988857,0.00016493862,0.00042526898,0.00040436466,0.000040117502,0.00009655152,0.00017446557],"genre_scores_gemma":[0.38547084,0.0003851069,0.6134576,0.00002656615,0.00005797888,0.000052464595,0.0003622038,0.000042192685,0.00014500298],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991566,0.00003752253,0.00033779527,0.00021158616,0.00014794295,0.00010853831],"domain_scores_gemma":[0.9990136,0.00018459694,0.00009452886,0.00056355196,0.00012566053,0.000018034705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015676643,0.00017488096,0.00031342692,0.00009762274,0.000050510214,0.0000865736,0.00027063425,0.00016216267,0.00012817435],"category_scores_gemma":[0.000040354615,0.00012598396,0.00024589463,0.000170419,0.0000099985555,0.00003017364,0.00016215943,0.00018035737,3.34933e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048321754,0.000005927215,0.000004416516,0.00017038177,0.00025929668,2.886146e-7,0.00036954862,0.9927267,0.0044490444,0.00039498345,0.0002036049,0.0014109908],"study_design_scores_gemma":[0.00013014591,0.000011422273,0.00011521517,0.000038677914,0.00028380842,0.0000011759955,0.00013224348,0.9930456,0.00543717,0.0005308462,0.00014484151,0.00012880127],"about_ca_topic_score_codex":0.00009385237,"about_ca_topic_score_gemma":0.0003357649,"teacher_disagreement_score":0.37827086,"about_ca_system_score_codex":0.00006865934,"about_ca_system_score_gemma":0.000025144858,"threshold_uncertainty_score":0.5137477},"labels":[],"label_agreement":null},{"id":"W4235982583","doi":"10.32920/ryerson.14663334","title":"Dynamic Finite Element Modelling and Free Vibration Analysis of Delaminated Composite Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Delamination (geology); Vibration; Stiffness; Kinematics; Structural engineering; Stiffness matrix; Computer science; Constraint (computer-aided design); Convergence (economics); Path (computing); Mechanical engineering; Engineering; Acoustics; Physics; Geology","score_opus":0.005354670807994334,"score_gpt":0.20013799799568943,"score_spread":0.1947833271876951,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235982583","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26098847,0.00070046337,0.7377261,0.000015169104,0.00006201223,0.00009439341,0.00004448759,0.000069630216,0.00029926992],"genre_scores_gemma":[0.91308135,0.0008810353,0.08302012,0.000011548936,0.000008207917,0.0000065716904,0.0029470846,0.000022031196,0.00002204878],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99880373,0.000030278667,0.000525451,0.00031436686,0.00019877708,0.00012738987],"domain_scores_gemma":[0.9991415,0.0000429699,0.00012271368,0.0004922095,0.00015673043,0.000043882766],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008521173,0.00023997438,0.0005906107,0.0005874014,0.000037574053,0.00011173127,0.00015165909,0.00017561874,0.00011222934],"category_scores_gemma":[0.000003827899,0.00024768861,0.00022996186,0.0006846369,0.0000151808545,0.00007425974,0.0002369217,0.00020473568,1.7403069e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029651421,0.000010158113,0.00024618235,0.000113590875,0.0027279311,0.000001274142,0.00029041793,0.9943301,0.0015170602,0.000038599035,0.000003876988,0.00071785424],"study_design_scores_gemma":[0.00011198375,0.000006966254,0.0012510364,0.000041322215,0.003162491,2.7521222e-7,0.000048290083,0.9936017,0.0014373435,0.00010881661,0.000004450133,0.00022536956],"about_ca_topic_score_codex":0.00016722504,"about_ca_topic_score_gemma":0.0004989536,"teacher_disagreement_score":0.654706,"about_ca_system_score_codex":0.00007357137,"about_ca_system_score_gemma":0.000011871069,"threshold_uncertainty_score":0.99999756},"labels":[],"label_agreement":null},{"id":"W4236244003","doi":"10.32920/ryerson.14662458","title":"A Finite Element Formulation Of Active Constrained-Layer Functionally Graded Beam","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Constrained-layer damping; Beam (structure); Viscoelasticity; Finite element method; Newmark-beta method; Timoshenko beam theory; Materials science; Equations of motion; Cantilever; Vibration; Functionally graded material; Structural engineering; Hamilton's principle; Layer (electronics); Vibration control; Mathematics; Mathematical analysis; Composite material; Physics; Classical mechanics; Engineering; Acoustics","score_opus":0.011367950461290084,"score_gpt":0.2194074790455578,"score_spread":0.20803952858426772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4236244003","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13791493,0.00019455414,0.84942865,0.00004695715,0.0005222623,0.00034212339,0.00006407318,0.00015935334,0.011327092],"genre_scores_gemma":[0.9906152,0.00007738526,0.007641064,0.000025123936,0.0000829062,0.000016801647,0.0014254929,0.000019785517,0.00009625641],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990613,0.000013320258,0.00038608466,0.00020930816,0.0002176679,0.00011230773],"domain_scores_gemma":[0.99936426,0.000045512075,0.0001065715,0.000232064,0.00021642142,0.000035200243],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00004989177,0.00019516498,0.0003088779,0.00015969694,0.000025341322,0.00004166393,0.00007906388,0.00015627708,0.0010068272],"category_scores_gemma":[0.000011318608,0.00019167089,0.00020555056,0.0001551713,0.0000104540795,0.00007176503,0.000090152076,0.00021008776,0.0000014174384],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007827782,0.000014307137,0.00010036157,0.00009522012,0.00044365934,7.5613207e-7,0.00020277011,0.9917056,0.0038513,0.0004220776,0.000077413824,0.0030787366],"study_design_scores_gemma":[0.00033028531,0.000021510386,0.0046300087,0.00007864083,0.00027583388,0.0000016234281,0.00016507892,0.9591339,0.03416727,0.0006554602,0.00023276638,0.0003075746],"about_ca_topic_score_codex":0.000031425938,"about_ca_topic_score_gemma":0.00008667904,"teacher_disagreement_score":0.85270023,"about_ca_system_score_codex":0.00009189005,"about_ca_system_score_gemma":0.000047647893,"threshold_uncertainty_score":0.99990636},"labels":[],"label_agreement":null},{"id":"W4237449581","doi":"10.1155/2013/532913","title":"Vibration Analysis of Thin Plates Resting on Pasternak Foundations by Element free Galerkin Method","year":2013,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Galerkin method; Vibration; Foundation (evidence); Convergence (economics); Boundary value problem; Mathematics; Boundary element method; Boundary (topology); Element (criminal law); Finite element method; Mathematical analysis; Structural engineering; Engineering; Physics; Acoustics","score_opus":0.006954389679673079,"score_gpt":0.2352396207628677,"score_spread":0.22828523108319462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237449581","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25955003,0.00008033247,0.7385073,0.00018004843,0.000057399127,0.00017403727,0.000019890698,0.0000645749,0.0013664408],"genre_scores_gemma":[0.9790274,0.000042523596,0.020345407,0.00005199254,0.000040602517,0.00001665528,0.00042105876,0.000011000833,0.000043395125],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927735,0.000040118524,0.00030094682,0.00014813866,0.00014302236,0.000090425034],"domain_scores_gemma":[0.9995688,0.0000760628,0.0000839727,0.0001775673,0.000060123653,0.00003347656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000979948,0.00010719014,0.00017493172,0.0002451868,0.00009013834,0.0001007614,0.0000614789,0.000050977338,0.00020414662],"category_scores_gemma":[0.000021021548,0.00009866343,0.000057115467,0.0004601752,0.000008161084,0.0003066013,0.00001775591,0.000058356294,0.0000022619467],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000052784058,0.00001482273,0.0024762342,0.000018988196,0.0003952369,7.293862e-8,0.00045665083,0.91410387,0.07197757,0.00095476484,0.0012681382,0.008328381],"study_design_scores_gemma":[0.00013496459,0.000037827936,0.014700648,0.000010572598,0.00027769897,1.7635318e-7,0.0000630106,0.9701005,0.013999343,0.00046938492,0.00010630488,0.0000995216],"about_ca_topic_score_codex":0.00013097968,"about_ca_topic_score_gemma":0.00018358452,"teacher_disagreement_score":0.71947736,"about_ca_system_score_codex":0.000026808331,"about_ca_system_score_gemma":0.000004368501,"threshold_uncertainty_score":0.4023378},"labels":[],"label_agreement":null},{"id":"W4237708052","doi":"10.32920/14637402","title":"A Dynamic Stiffness Element for Free Vibration Analysis of Delaminated Layered Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Vibration; Beam (structure); Structural engineering; Boundary value problem; Bending stiffness; Direct stiffness method; Stiffness matrix; Stiffness; Delamination (geology); Bending; Euler's formula; Timoshenko beam theory; Natural frequency; Materials science; Mechanics; Mathematical analysis; Physics; Engineering; Mathematics; Acoustics; Geology","score_opus":0.0053519214330884305,"score_gpt":0.22481098369055688,"score_spread":0.21945906225746845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237708052","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18040277,0.00021977957,0.8184485,0.000025699957,0.00016124421,0.00027950457,0.00016187149,0.000094874544,0.00020578066],"genre_scores_gemma":[0.94784534,0.00009418758,0.044557363,0.000009795767,0.0000148371755,0.000057223184,0.0073364354,0.00002774838,0.000057092784],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988233,0.000020684693,0.00053248316,0.00030141207,0.0001842238,0.00013793336],"domain_scores_gemma":[0.9988933,0.00003971231,0.00013773458,0.0006016915,0.00029364388,0.000033897475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008713434,0.0002226877,0.00061896234,0.0005210989,0.000029003051,0.00008027938,0.0002258336,0.00018924204,0.00025752632],"category_scores_gemma":[0.000017679085,0.00022300567,0.0004511402,0.00077605975,0.000008587657,0.00005257644,0.00015360459,0.000118044234,1.5508695e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000071505006,0.000017158149,0.00004658283,0.00019404208,0.0043288716,4.621259e-7,0.00017107333,0.98605716,0.005075453,0.00008505028,0.000046703797,0.0039702756],"study_design_scores_gemma":[0.00021336436,0.000008715392,0.005867782,0.000026978258,0.0036764082,1.1716091e-7,0.000085729946,0.9870189,0.0027542782,0.000113215894,0.000018682604,0.00021586414],"about_ca_topic_score_codex":0.00009935879,"about_ca_topic_score_gemma":0.0018681063,"teacher_disagreement_score":0.7738911,"about_ca_system_score_codex":0.00012860831,"about_ca_system_score_gemma":0.000027041931,"threshold_uncertainty_score":0.90939075},"labels":[],"label_agreement":null},{"id":"W4238428924","doi":"10.32920/14636565.v1","title":"Dynamic finite element analysis of bending-torsion coupled beams subjected to combined axial load and end moment","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Structural engineering; Torsion (gastropod); Bending moment; Boundary value problem; Isotropy; Vibration; Beam (structure); Mathematics; Mathematical analysis; Physics; Engineering","score_opus":0.0038416498149730833,"score_gpt":0.21211599944940415,"score_spread":0.20827434963443106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238428924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6979272,0.00023226877,0.30088976,0.00003431647,0.00024076503,0.00027167614,0.000056059667,0.00008544311,0.0002625303],"genre_scores_gemma":[0.9885957,0.00035936022,0.00855626,0.000018428245,0.000018130884,0.000019961346,0.0022921318,0.00002801976,0.0001119904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99824274,0.000031282332,0.00062764453,0.00045606474,0.00042886814,0.00021339001],"domain_scores_gemma":[0.9990121,0.000045675253,0.00012661047,0.00047203607,0.00022397022,0.000119586424],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00014814762,0.00033267518,0.00085923885,0.0007558563,0.000045494853,0.00010631163,0.00015938742,0.00017570215,0.0010591815],"category_scores_gemma":[0.000014017959,0.00032947332,0.0002947569,0.0010700499,0.000014780248,0.000037178692,0.00036360777,0.00020327678,0.0000011106903],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024347893,0.0000320854,0.001105456,0.00011051382,0.0032554907,0.0000025957597,0.00043640615,0.98560166,0.008740837,0.000027279391,0.000027049786,0.0006362807],"study_design_scores_gemma":[0.00031187953,0.000048865564,0.0146511495,0.000055178312,0.0025981902,2.1120478e-7,0.00007833502,0.97959304,0.0022958382,0.000010053153,0.00004509133,0.00031215695],"about_ca_topic_score_codex":0.00043470517,"about_ca_topic_score_gemma":0.0018831476,"teacher_disagreement_score":0.29233348,"about_ca_system_score_codex":0.00037774435,"about_ca_system_score_gemma":0.000037902668,"threshold_uncertainty_score":0.9999157},"labels":[],"label_agreement":null},{"id":"W4240235415","doi":"10.1007/978-3-030-44394-8_10","title":"The Displacement Method","year":2021,"lang":"en","type":"book-chapter","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Riverview Hospital","funders":"","keywords":"Antisymmetric relation; Displacement (psychology); Computer science; Algorithm; Span (engineering); Structural engineering; Simplicity; Mathematics; Engineering; Physics","score_opus":0.004802305521010199,"score_gpt":0.21174641123689283,"score_spread":0.20694410571588265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240235415","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[1.57929e-7,0.0016006362,0.20579416,0.000054544333,0.00018119598,0.000038930408,0.0000020792795,0.00005066244,0.79227763],"genre_scores_gemma":[0.000094892996,0.0015551803,0.0094248345,0.00004002474,0.0001403719,0.0000023596872,0.0000734909,0.000034715333,0.9886341],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995827,0.0000040270484,0.00013730054,0.00009732651,0.00010725726,0.00007138605],"domain_scores_gemma":[0.99965787,0.000042996104,0.000018355382,0.00022843,0.00003099325,0.000021359485],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00004947876,0.0001268251,0.00013315436,0.000023471786,0.000059176346,0.000063573716,0.000075334436,0.00007205091,0.001582483],"category_scores_gemma":[0.0000012496262,0.000080590435,0.00011265468,0.000014626691,0.000005750838,0.000011259806,0.000027426458,0.000113238646,0.000020182399],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000016108319,8.233893e-7,5.725523e-7,0.000023448827,0.00061718666,0.0000051185616,0.00002592751,0.17637774,0.00007142756,0.723545,0.022549719,0.07678142],"study_design_scores_gemma":[0.000026571326,0.0000026172645,0.0000016848895,0.000012426025,0.00009939241,0.0000017608008,0.0000033310064,0.08076315,0.000104185354,0.0015009675,0.91736233,0.000121607074],"about_ca_topic_score_codex":0.0000016025879,"about_ca_topic_score_gemma":0.0000700373,"teacher_disagreement_score":0.8948126,"about_ca_system_score_codex":0.000041101208,"about_ca_system_score_gemma":0.0000054604734,"threshold_uncertainty_score":0.9993302},"labels":[],"label_agreement":null},{"id":"W4240312194","doi":"10.32920/14636565","title":"Dynamic finite element analysis of bending-torsion coupled beams subjected to combined axial load and end moment","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Torsion (gastropod); Structural engineering; Bending moment; Boundary value problem; Isotropy; Beam (structure); Vibration; Mathematics; Mathematical analysis; Physics; Engineering","score_opus":0.0038416498149730833,"score_gpt":0.21211599944940415,"score_spread":0.20827434963443106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240312194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6979272,0.00023226877,0.30088976,0.00003431647,0.00024076503,0.00027167614,0.000056059667,0.00008544311,0.0002625303],"genre_scores_gemma":[0.9885957,0.00035936022,0.00855626,0.000018428245,0.000018130884,0.000019961346,0.0022921318,0.00002801976,0.0001119904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99824274,0.000031282332,0.00062764453,0.00045606474,0.00042886814,0.00021339001],"domain_scores_gemma":[0.9990121,0.000045675253,0.00012661047,0.00047203607,0.00022397022,0.000119586424],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00014814762,0.00033267518,0.00085923885,0.0007558563,0.000045494853,0.00010631163,0.00015938742,0.00017570215,0.0010591815],"category_scores_gemma":[0.000014017959,0.00032947332,0.0002947569,0.0010700499,0.000014780248,0.000037178692,0.00036360777,0.00020327678,0.0000011106903],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024347893,0.0000320854,0.001105456,0.00011051382,0.0032554907,0.0000025957597,0.00043640615,0.98560166,0.008740837,0.000027279391,0.000027049786,0.0006362807],"study_design_scores_gemma":[0.00031187953,0.000048865564,0.0146511495,0.000055178312,0.0025981902,2.1120478e-7,0.00007833502,0.97959304,0.0022958382,0.000010053153,0.00004509133,0.00031215695],"about_ca_topic_score_codex":0.00043470517,"about_ca_topic_score_gemma":0.0018831476,"teacher_disagreement_score":0.29233348,"about_ca_system_score_codex":0.00037774435,"about_ca_system_score_gemma":0.000037902668,"threshold_uncertainty_score":0.9999157},"labels":[],"label_agreement":null},{"id":"W4242291329","doi":"10.1155/2011/940461","title":"Clustered Natural Frequencies in Multi-Span Beams with Constrained Characteristic Functions","year":2011,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Midpoint; Span (engineering); Boundary value problem; Beam (structure); Mathematics; Mathematical analysis; Bending moment; Symmetry (geometry); Compatibility (geochemistry); Normal mode; Structural engineering; Geometry; Physics; Engineering; Vibration; Acoustics","score_opus":0.013052078571647589,"score_gpt":0.1922137355172942,"score_spread":0.17916165694564662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242291329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7599033,0.00010646,0.2386334,0.000019023373,0.0001273653,0.0001258115,0.000007115437,0.0000888599,0.0009886592],"genre_scores_gemma":[0.99529845,0.000015804277,0.0044883504,0.000018392866,0.000022349388,0.000006468905,0.00009659545,0.0000076264314,0.00004595031],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996651,0.000009171029,0.00011393381,0.000091222115,0.000040997387,0.0000795947],"domain_scores_gemma":[0.99986625,0.0000066110597,0.000019168037,0.000062800726,0.000022109483,0.000023046596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000021622242,0.000079559955,0.00008875388,0.00007985136,0.000047795387,0.000027959935,0.000022366561,0.00003347928,0.000043665026],"category_scores_gemma":[0.0000034182476,0.00006530681,0.0000134787715,0.000120056015,0.000020269446,0.00018438476,0.0000051646716,0.00006570866,0.0000015152459],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005928335,0.0003151724,0.27054265,0.00051242136,0.0007567582,0.000056621677,0.039821498,0.28290254,0.33596563,0.0034036546,0.0003164834,0.06481373],"study_design_scores_gemma":[0.0004696263,0.00005136763,0.27643317,0.000022721644,0.000035386067,0.000009783745,0.0002618799,0.7209794,0.0015037825,0.000042132146,0.000029170635,0.00016160353],"about_ca_topic_score_codex":0.000032941494,"about_ca_topic_score_gemma":0.00058421865,"teacher_disagreement_score":0.43807682,"about_ca_system_score_codex":0.000018109611,"about_ca_system_score_gemma":0.0000068787244,"threshold_uncertainty_score":0.26631346},"labels":[],"label_agreement":null},{"id":"W4243944522","doi":"10.32920/ryerson.14656386.v1","title":"A quasi-2D finite element formulation of active constrained-layer functionally graded beam","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Constrained-layer damping; Beam (structure); Materials science; Finite element method; Viscoelasticity; Newmark-beta method; Piezoelectricity; Cantilever; Functionally graded material; Structural engineering; Composite material; Mathematical analysis; Material properties; Mathematics; Physics; Acoustics; Engineering; Vibration; Vibration control","score_opus":0.011861866734580078,"score_gpt":0.22379998513324206,"score_spread":0.21193811839866197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243944522","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13599874,0.00019847776,0.8549684,0.00005354914,0.000522721,0.00036589202,0.000069579466,0.00016407299,0.0076585305],"genre_scores_gemma":[0.9898105,0.00009396959,0.008165018,0.000029862009,0.00010063445,0.000021946236,0.001643967,0.000025047424,0.00010900749],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988375,0.00001953057,0.00047673457,0.00025891146,0.0002679002,0.00013943171],"domain_scores_gemma":[0.99921656,0.00006225489,0.00013811463,0.0002815821,0.00025675012,0.000044722907],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006802041,0.00024009109,0.00038197672,0.00019436916,0.000032980406,0.00005234487,0.0000975746,0.00019017594,0.0010470079],"category_scores_gemma":[0.000015665679,0.00023665129,0.00025095872,0.0001888604,0.000013285293,0.00008898505,0.00010201905,0.00025527945,0.0000020053956],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011970102,0.00004122269,0.00012389754,0.00012436429,0.0005532977,0.0000010446142,0.00030961653,0.991238,0.003115117,0.000610331,0.00008596628,0.0037851979],"study_design_scores_gemma":[0.00042537335,0.000053338663,0.0037505806,0.000101521655,0.0003552755,0.0000022389047,0.00028204356,0.9679728,0.025633827,0.0007487788,0.0002761881,0.00039799543],"about_ca_topic_score_codex":0.000052047817,"about_ca_topic_score_gemma":0.00014121764,"teacher_disagreement_score":0.8538118,"about_ca_system_score_codex":0.00011686735,"about_ca_system_score_gemma":0.000061032293,"threshold_uncertainty_score":0.9998662},"labels":[],"label_agreement":null},{"id":"W4244159234","doi":"10.32920/ryerson.14655045.v1","title":"Development of a Quasi-Exact Dynamic Finite Element (QDFE) Method For the Free Vibration Analysis of Thin Rectangular Multilayered Plates","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Government of Ontario","keywords":"Finite element method; Vibration; Modal analysis; Ordinary differential equation; Differential equation; Computer science; Finite strip method; Applied mathematics; Structural engineering; Mathematical analysis; Mathematics; Engineering; Physics; Acoustics","score_opus":0.010458708068537922,"score_gpt":0.264489311948715,"score_spread":0.25403060388017706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4244159234","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024373328,0.00062741985,0.97416824,0.000040907285,0.00012659674,0.000462133,0.0000869111,0.00005119778,0.00006327881],"genre_scores_gemma":[0.42293018,0.00012287268,0.57597893,0.000008963251,0.000010792922,0.000053068696,0.00085485884,0.000020662965,0.000019630625],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99819916,0.00006585617,0.0009820681,0.0003193804,0.00028548026,0.00014804638],"domain_scores_gemma":[0.9982341,0.00042542402,0.00034109812,0.00071510114,0.00025573422,0.000028541475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005300082,0.0002729657,0.0007795969,0.0004458318,0.00006260093,0.000057438676,0.00034890822,0.00018138216,0.00021714569],"category_scores_gemma":[0.00007927428,0.00020599406,0.0005445694,0.000672434,0.000010480795,0.00004627252,0.00021048683,0.00016732064,1.2268472e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015370964,0.000029121975,0.000044970642,0.00021068958,0.007729822,1.9886058e-7,0.002506443,0.97059584,0.009242236,0.00003589337,0.000013490891,0.00957593],"study_design_scores_gemma":[0.00018713022,0.0000118471025,0.0012812652,0.000048265472,0.003025803,9.9909315e-8,0.0004303132,0.96471393,0.029974252,0.000055275792,0.000071949915,0.00019987879],"about_ca_topic_score_codex":0.00015451612,"about_ca_topic_score_gemma":0.0041748476,"teacher_disagreement_score":0.39855686,"about_ca_system_score_codex":0.00013141804,"about_ca_system_score_gemma":0.00007145455,"threshold_uncertainty_score":0.84001935},"labels":[],"label_agreement":null},{"id":"W4246532536","doi":"10.22215/etd/2006-06428","title":"Finite element model of structures with piezoelectric elements","year":2006,"lang":"en","type":"dissertation","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Canadian Heritage","funders":"","keywords":"Finite element method; Physics; Humanities; Engineering; Structural engineering; Art","score_opus":0.0037185745502727277,"score_gpt":0.19861383754886627,"score_spread":0.19489526299859355,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246532536","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14197911,0.00087104744,0.73988456,0.0000040446907,0.00023906564,0.0006154089,0.00008176973,0.0002909007,0.11603408],"genre_scores_gemma":[0.9767782,0.0000913218,0.016018609,0.0000074528916,0.000039554907,0.0000125089455,0.0036340314,0.000055782395,0.0033625017],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989828,0.0000054586444,0.00039444468,0.00017178367,0.00028015868,0.00016535391],"domain_scores_gemma":[0.9995397,0.000009314943,0.00012531882,0.00018981379,0.00010985394,0.000026015421],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000024381347,0.00025250172,0.00030825695,0.00029067323,0.000029237503,0.000023396784,0.000117160394,0.00011458052,0.00016870773],"category_scores_gemma":[0.0000014877501,0.00020206244,0.000080130594,0.0002980223,0.00000428998,0.000045006687,0.000004308381,0.0001261005,9.0272744e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017021885,0.000007040042,0.00009364831,0.0001258531,0.00018271878,3.2711867e-7,0.000055224835,0.99121666,0.0009461113,0.00037719714,0.00069212384,0.006286053],"study_design_scores_gemma":[0.00019526687,0.0000361727,0.0002911934,0.000022910259,0.00023226034,1.7459473e-7,0.000020516973,0.98959535,0.008890673,0.00039433196,0.00008604803,0.00023509914],"about_ca_topic_score_codex":0.00004499814,"about_ca_topic_score_gemma":0.00089095085,"teacher_disagreement_score":0.8347991,"about_ca_system_score_codex":0.000052257263,"about_ca_system_score_gemma":0.000026816195,"threshold_uncertainty_score":0.8239867},"labels":[],"label_agreement":null},{"id":"W4246593677","doi":"10.32920/14637402.v1","title":"A Dynamic Stiffness Element for Free Vibration Analysis of Delaminated Layered Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Beam (structure); Vibration; Bending stiffness; Boundary value problem; Structural engineering; Stiffness matrix; Direct stiffness method; Stiffness; Delamination (geology); Bending; Timoshenko beam theory; Euler's formula; Natural frequency; Mechanics; Materials science; Mathematical analysis; Physics; Engineering; Mathematics; Acoustics; Geology","score_opus":0.0053519214330884305,"score_gpt":0.22481098369055688,"score_spread":0.21945906225746845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246593677","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18040277,0.00021977957,0.8184485,0.000025699957,0.00016124421,0.00027950457,0.00016187149,0.000094874544,0.00020578066],"genre_scores_gemma":[0.94784534,0.00009418758,0.044557363,0.000009795767,0.0000148371755,0.000057223184,0.0073364354,0.00002774838,0.000057092784],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988233,0.000020684693,0.00053248316,0.00030141207,0.0001842238,0.00013793336],"domain_scores_gemma":[0.9988933,0.00003971231,0.00013773458,0.0006016915,0.00029364388,0.000033897475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008713434,0.0002226877,0.00061896234,0.0005210989,0.000029003051,0.00008027938,0.0002258336,0.00018924204,0.00025752632],"category_scores_gemma":[0.000017679085,0.00022300567,0.0004511402,0.00077605975,0.000008587657,0.00005257644,0.00015360459,0.000118044234,1.5508695e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000071505006,0.000017158149,0.00004658283,0.00019404208,0.0043288716,4.621259e-7,0.00017107333,0.98605716,0.005075453,0.00008505028,0.000046703797,0.0039702756],"study_design_scores_gemma":[0.00021336436,0.000008715392,0.005867782,0.000026978258,0.0036764082,1.1716091e-7,0.000085729946,0.9870189,0.0027542782,0.000113215894,0.000018682604,0.00021586414],"about_ca_topic_score_codex":0.00009935879,"about_ca_topic_score_gemma":0.0018681063,"teacher_disagreement_score":0.7738911,"about_ca_system_score_codex":0.00012860831,"about_ca_system_score_gemma":0.000027041931,"threshold_uncertainty_score":0.90939075},"labels":[],"label_agreement":null},{"id":"W4251311942","doi":"10.32920/ryerson.14654742","title":"An investigation into the free vibrations of carbon nanotubes using analytical and finite element methods","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Eigenvalues and eigenvectors; Carbon nanotube; Euler's formula; Vibration; Timoshenko beam theory; Materials science; Nonlinear system; Displacement (psychology); Stiffness matrix; Normal mode; Galerkin method; Mathematical analysis; Physics; Mathematics; Composite material; Thermodynamics","score_opus":0.019047530083189403,"score_gpt":0.29424351168985585,"score_spread":0.2751959816066665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251311942","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5218602,0.00042016926,0.47715962,0.0000840807,0.000102200735,0.00010188492,0.0000030264785,0.00003654641,0.00023229783],"genre_scores_gemma":[0.6764982,0.00009962922,0.32320145,0.00002307582,0.000056478708,0.000004842532,0.0000982961,0.000013684805,0.000004361329],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999102,0.00014144486,0.0003431905,0.00020190756,0.00013185767,0.00007961222],"domain_scores_gemma":[0.99920803,0.00008691082,0.00005972525,0.0004940068,0.00010514854,0.000046151],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002400574,0.00015073009,0.00024788253,0.00012472624,0.000054255946,0.00011885956,0.00014413432,0.00011907141,0.000037126763],"category_scores_gemma":[0.000037741866,0.00011610401,0.00006690468,0.0002081616,0.00004538215,0.0000673153,0.00018262562,0.00018089666,1.9698048e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.936181e-7,0.000003590036,0.0007131522,0.000057612888,0.00013682469,2.0727727e-7,0.0016898726,0.9782866,0.016787117,0.0005162669,0.0000030180827,0.0018050179],"study_design_scores_gemma":[0.000046945588,0.000008285708,0.00094564,0.00003270714,0.00028460438,4.7987595e-7,0.00029819185,0.97875863,0.018034277,0.0014625707,0.000008733625,0.000118922944],"about_ca_topic_score_codex":0.0010593444,"about_ca_topic_score_gemma":0.00093218056,"teacher_disagreement_score":0.15463802,"about_ca_system_score_codex":0.00004556095,"about_ca_system_score_gemma":0.00003997969,"threshold_uncertainty_score":0.4734584},"labels":[],"label_agreement":null},{"id":"W4251998894","doi":"10.32920/ryerson.14648985","title":"An investigation into the free vibration analysis of intact and defective laminated coposite beams subjected to combined axial force and end moment","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Vibration; Isotropy; Structural engineering; Moment (physics); Beam (structure); Normal mode; Natural frequency; Bending moment; Torsion (gastropod); Materials science; Mechanics; Physics; Engineering; Acoustics; Classical mechanics; Optics","score_opus":0.0033001880118899755,"score_gpt":0.2027632724010055,"score_spread":0.19946308438911553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251998894","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8402408,0.00010890701,0.15902056,0.0000902333,0.00007514591,0.0003256631,0.000018613155,0.000063156345,0.000056954847],"genre_scores_gemma":[0.9918161,0.00008460212,0.0064081494,0.00004603136,0.000022218028,0.000026263013,0.0015618535,0.000019074745,0.000015681455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886185,0.00011781628,0.00036396674,0.00035425572,0.00019635593,0.00010574961],"domain_scores_gemma":[0.9990587,0.000071574796,0.000109563596,0.0004502558,0.00022165355,0.00008823206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015617539,0.00023590289,0.00045533304,0.0004711528,0.00008282887,0.00020125865,0.00013971733,0.00016121732,0.000036899102],"category_scores_gemma":[0.00002215346,0.0001939699,0.00009252474,0.00101428,0.000043200875,0.00014425872,0.00021273235,0.00018368948,8.029964e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034907567,0.000016469981,0.008224386,0.0000901762,0.002330422,7.534635e-7,0.013234269,0.8694794,0.104290195,0.00034432145,0.000013818031,0.0019408459],"study_design_scores_gemma":[0.00021762012,0.00008666092,0.19412863,0.000030001002,0.0018357459,4.3257887e-7,0.0004491167,0.7650042,0.03756682,0.0004690274,9.876147e-7,0.00021075657],"about_ca_topic_score_codex":0.0014399189,"about_ca_topic_score_gemma":0.0071542063,"teacher_disagreement_score":0.18590423,"about_ca_system_score_codex":0.00010386399,"about_ca_system_score_gemma":0.000021581807,"threshold_uncertainty_score":0.7909863},"labels":[],"label_agreement":null},{"id":"W4256557162","doi":"10.32920/14637525","title":"A dynamic coefficient matrix method for the free vibration of thin rectangular isotropic plates","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; Isotropy; Boundary value problem; Structural engineering; Finite element method; MATLAB; Matrix (chemical analysis); Vibration of plates; Exact solutions in general relativity; Beam (structure); Mathematical analysis; Benchmark (surveying); Differential equation; Mathematics; Computer science; Materials science; Acoustics; Physics; Engineering; Composite material; Optics","score_opus":0.004924456682052905,"score_gpt":0.2512525835644968,"score_spread":0.2463281268824439,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256557162","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0071999803,0.0026373256,0.988857,0.00016493862,0.00042526898,0.00040436466,0.000040117502,0.00009655152,0.00017446557],"genre_scores_gemma":[0.38547084,0.0003851069,0.6134576,0.00002656615,0.00005797888,0.000052464595,0.0003622038,0.000042192685,0.00014500298],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991566,0.00003752253,0.00033779527,0.00021158616,0.00014794295,0.00010853831],"domain_scores_gemma":[0.9990136,0.00018459694,0.00009452886,0.00056355196,0.00012566053,0.000018034705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015676643,0.00017488096,0.00031342692,0.00009762274,0.000050510214,0.0000865736,0.00027063425,0.00016216267,0.00012817435],"category_scores_gemma":[0.000040354615,0.00012598396,0.00024589463,0.000170419,0.0000099985555,0.00003017364,0.00016215943,0.00018035737,3.34933e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048321754,0.000005927215,0.000004416516,0.00017038177,0.00025929668,2.886146e-7,0.00036954862,0.9927267,0.0044490444,0.00039498345,0.0002036049,0.0014109908],"study_design_scores_gemma":[0.00013014591,0.000011422273,0.00011521517,0.000038677914,0.00028380842,0.0000011759955,0.00013224348,0.9930456,0.00543717,0.0005308462,0.00014484151,0.00012880127],"about_ca_topic_score_codex":0.00009385237,"about_ca_topic_score_gemma":0.0003357649,"teacher_disagreement_score":0.37827086,"about_ca_system_score_codex":0.00006865934,"about_ca_system_score_gemma":0.000025144858,"threshold_uncertainty_score":0.5137477},"labels":[],"label_agreement":null},{"id":"W4283368307","doi":"10.3390/jcs6020064","title":"Fundamental Frequency Optimization of Variable Angle Tow Laminates with Embedded Gap Defects","year":2022,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"Fundação para a Ciência e a Tecnologia; Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Composite laminates; Maximization; Fiber; Composite number; Materials science; Variable (mathematics); Fundamental frequency; Work (physics); Structural engineering; Process (computing); Computer science; Composite material; Mechanical engineering; Acoustics; Engineering; Mathematical optimization; Mathematics; Mathematical analysis; Physics","score_opus":0.004495971465274677,"score_gpt":0.19481795033784918,"score_spread":0.19032197887257452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283368307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8351273,0.00049232354,0.1605633,0.000015737498,0.00022902517,0.00007936276,0.000006595919,0.000022714072,0.0034636508],"genre_scores_gemma":[0.91250366,0.000013638709,0.08741731,0.000016612557,0.00002436731,0.0000011957469,0.0000041609323,0.000008649267,0.00001038157],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998881,0.000027829372,0.00030450238,0.000096958946,0.0005397165,0.00015000238],"domain_scores_gemma":[0.99930465,0.000039168946,0.0002245548,0.00012261685,0.00024682924,0.00006220026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003194137,0.00009326196,0.00019747035,0.00033086227,0.00020474497,0.00006484849,0.00033241662,0.000013273807,0.00020080354],"category_scores_gemma":[0.000011258859,0.000077916164,0.00005160337,0.0012581382,0.00009174577,0.00043937727,0.00005442448,0.00013565992,2.2746718e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012923936,0.00002574824,0.0028800867,0.000010168381,0.000020126636,0.0000039822667,0.0002580879,0.7736247,0.22284403,0.00023366479,0.00002570856,0.000060756054],"study_design_scores_gemma":[0.0004929425,0.00067108346,0.002213392,0.000046826408,0.00010121714,0.00022829618,0.00031959685,0.94084686,0.054613605,0.0002436905,0.00004091193,0.0001815643],"about_ca_topic_score_codex":0.0000065818163,"about_ca_topic_score_gemma":0.0000013415918,"teacher_disagreement_score":0.16823043,"about_ca_system_score_codex":0.0001615869,"about_ca_system_score_gemma":0.000083313134,"threshold_uncertainty_score":0.31773287},"labels":[],"label_agreement":null},{"id":"W4283746843","doi":"10.1016/j.engstruct.2022.114580","title":"Analytical solution for vibration and buckling of cylindrical sandwich panels with improved FG metal foam core","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Metal foam; Materials science; Sandwich panel; Core (optical fiber); Vibration; Sandwich-structured composite; Natural frequency; Porosity; Structural engineering; Composite material; Modulus; Engineering; Physics; Acoustics","score_opus":0.0066824204529318506,"score_gpt":0.20265515890278635,"score_spread":0.1959727384498545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283746843","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3913674,0.0002347304,0.6079121,0.000021356576,0.00013931912,0.00017790495,0.000028508884,0.00009782906,0.000020827267],"genre_scores_gemma":[0.9702262,0.0000047191525,0.02954342,0.0000075605985,0.000082168204,0.000022658136,0.00007846955,0.00002883563,0.0000059509393],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930847,0.00000726775,0.00021256419,0.0001644557,0.00014543219,0.00016180919],"domain_scores_gemma":[0.99970984,0.000052020863,0.000040435403,0.00011591326,0.000037691123,0.000044092638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006535724,0.00014938666,0.00023255013,0.00014501855,0.000094547104,0.000023204575,0.000071573275,0.00004533275,0.000025394294],"category_scores_gemma":[0.000018515055,0.00013495318,0.00006116805,0.00022606905,0.000015081765,0.00007197733,0.00003112283,0.00014833818,2.9944122e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003131709,0.0000035202788,0.00010167198,0.00006238266,0.00013001803,6.3095723e-7,0.00016337457,0.95964694,0.037034884,0.0013369442,0.000015525266,0.0014727917],"study_design_scores_gemma":[0.00036360716,0.000110638306,0.004404303,0.0000050420713,0.00013395083,0.000016549518,0.000028147884,0.98898154,0.0054898616,0.00014219245,0.00016411737,0.00016005039],"about_ca_topic_score_codex":0.0000069803427,"about_ca_topic_score_gemma":0.0000017978534,"teacher_disagreement_score":0.57885885,"about_ca_system_score_codex":0.00004835451,"about_ca_system_score_gemma":0.0000098369355,"threshold_uncertainty_score":0.55032307},"labels":[],"label_agreement":null},{"id":"W4285464774","doi":"10.32920/ryerson.14645979","title":"Nonlinear Instability and Reliability Analysis of Composite Laminated Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Instability; Image warping; Nonlinear system; Beam (structure); Structural engineering; Composite number; Equations of motion; Bending; Shear (geology); Mechanics; Physics; Materials science; Classical mechanics; Engineering; Computer science; Composite material","score_opus":0.004567402330942204,"score_gpt":0.2140229193970646,"score_spread":0.2094555170661224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285464774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94433165,0.000375559,0.05351162,0.000020575435,0.00010169724,0.00013158182,0.000083966785,0.00011985243,0.0013235286],"genre_scores_gemma":[0.9635068,0.00025823255,0.03490952,0.0000090041185,0.000016040993,0.000004031973,0.0012639014,0.000015816284,0.000016632588],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986468,0.000061955616,0.00056486786,0.00041948556,0.0001815009,0.00012539634],"domain_scores_gemma":[0.9987843,0.00006573323,0.0000940767,0.0007102121,0.0002832615,0.000062435276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018980236,0.00024204508,0.00087630964,0.0003154419,0.000027964894,0.00006551033,0.00013800971,0.00024082424,0.00023098745],"category_scores_gemma":[0.000024936611,0.0002299048,0.0003373779,0.00095616136,0.00005944675,0.00005438433,0.00030172447,0.0003087911,2.0323768e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004765216,0.0000369286,0.01954995,0.00028619418,0.0014544418,0.0000010161652,0.0002498981,0.9762066,0.0010359719,0.0000076303995,0.000005087376,0.0011615073],"study_design_scores_gemma":[0.00007193861,0.0000064950464,0.10804816,0.000021287015,0.002299995,2.8456526e-7,0.00003959176,0.88585275,0.0034014226,0.000027501408,0.00003432168,0.00019625976],"about_ca_topic_score_codex":0.00035587008,"about_ca_topic_score_gemma":0.000282916,"teacher_disagreement_score":0.09035388,"about_ca_system_score_codex":0.00007739465,"about_ca_system_score_gemma":0.000020591882,"threshold_uncertainty_score":0.9375246},"labels":[],"label_agreement":null},{"id":"W4285464807","doi":"10.32920/ryerson.14645511.v1","title":"Dynamic Finite Element Modelling And Free Vibration Analysis Of Two Dimensional Elements","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Vibration; MATLAB; Convergence (economics); Bending; Software; Partial differential equation; Beam (structure); Vibration of plates; Computer science; Structural engineering; Plate theory; Mathematical analysis; Engineering; Mathematics; Physics; Acoustics","score_opus":0.006934678095036471,"score_gpt":0.22278729036300818,"score_spread":0.2158526122679717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285464807","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27726844,0.00041411648,0.7218424,0.000014384515,0.00008173206,0.00008515785,0.00004649783,0.00003792488,0.00020937838],"genre_scores_gemma":[0.8813016,0.00025150075,0.11625115,0.00001783856,0.000012131981,0.0000068714994,0.0021193486,0.000016218546,0.000023351779],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987882,0.000023519233,0.00052632025,0.00029170708,0.0002547045,0.00011560029],"domain_scores_gemma":[0.9992855,0.000033593496,0.00011524015,0.00040768646,0.00011764092,0.00004030134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009859216,0.00020044918,0.000451215,0.00045658613,0.00003247373,0.00007129131,0.00011148483,0.00008914322,0.00033291528],"category_scores_gemma":[0.000004195805,0.00020114929,0.0001984659,0.00041514516,0.000009512534,0.00006406984,0.0002724514,0.00015086427,2.0877107e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020279263,0.000009608408,0.00062128337,0.0000557517,0.0024626534,7.3409063e-7,0.00009938543,0.9955349,0.00070240535,0.00005972419,0.00000897047,0.00044254115],"study_design_scores_gemma":[0.00016018217,0.0000049881187,0.0006089904,0.000027328546,0.0021774042,1.2779631e-7,0.000015343136,0.99606305,0.00045918406,0.00030259002,0.000004169444,0.00017663176],"about_ca_topic_score_codex":0.00010875008,"about_ca_topic_score_gemma":0.00066645775,"teacher_disagreement_score":0.60559124,"about_ca_system_score_codex":0.000064133135,"about_ca_system_score_gemma":0.000015526248,"threshold_uncertainty_score":0.820263},"labels":[],"label_agreement":null},{"id":"W4285593325","doi":"10.1088/1402-4896/ac8187","title":"Nonlinear dynamic buckling and vibration of thermally post-buckled temperature-dependent FG porous nanobeams based on the nonlocal theory","year":2022,"lang":"en","type":"article","venue":"Physica Scripta","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Buckling; Nonlinear system; Vibration; Chebyshev polynomials; Discretization; Ritz method; Materials science; Trigonometric functions; Structural engineering; Mechanics; Mathematical analysis; Physics; Mathematics; Composite material; Geometry; Engineering","score_opus":0.0025156943221354357,"score_gpt":0.1748840415651738,"score_spread":0.17236834724303834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285593325","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9868522,0.00025163477,0.010507042,0.00062027015,0.00040309696,0.00033687713,0.000089507426,0.00012737083,0.0008119554],"genre_scores_gemma":[0.99889696,0.00000839698,0.00046785144,0.00035506333,0.00005763057,0.000018457642,0.00010676597,0.000032230833,0.000056639128],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991098,0.00010978017,0.00019041874,0.00018174177,0.00027429324,0.00013394687],"domain_scores_gemma":[0.9995162,0.00005417938,0.00006023278,0.00028739625,0.000053960932,0.00002802598],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017764299,0.00015380449,0.00018035556,0.00007535092,0.00017957596,0.000046865312,0.00017246237,0.000029175288,0.00009653028],"category_scores_gemma":[0.000010925117,0.00011620077,0.000079416226,0.00021881523,0.000029190987,0.000074435186,0.00005244574,0.00023247613,0.0000015639354],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000074025476,0.000064223816,0.000019273668,0.000019467096,0.00007161035,0.00000216223,0.0005027827,0.5903946,0.40554583,0.00093632855,0.000066226814,0.0023034487],"study_design_scores_gemma":[0.00024136803,0.00011346678,0.00045745453,0.000011246328,0.00006024311,0.0000020237662,0.0002413581,0.98579204,0.012670937,0.0001429949,0.00012816252,0.00013870792],"about_ca_topic_score_codex":0.000014808495,"about_ca_topic_score_gemma":0.000011788587,"teacher_disagreement_score":0.39539742,"about_ca_system_score_codex":0.000053300704,"about_ca_system_score_gemma":0.000020728969,"threshold_uncertainty_score":0.473853},"labels":[],"label_agreement":null},{"id":"W4291449836","doi":"10.3390/ma15165548","title":"Steady-State Thermal Analysis of Functionally Graded Rotating Disks Using Finite Element and Analytical Methods","year":2022,"lang":"en","type":"article","venue":"Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Materials science; Gradation; Material properties; Parametric statistics; Rotational symmetry; Thermal; Stress (linguistics); Composite material; Mechanics; Structural engineering; Engineering; Physics; Mathematics; Computer science; Thermodynamics","score_opus":0.019919751481953803,"score_gpt":0.2856742152839239,"score_spread":0.2657544638019701,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4291449836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90631527,0.000054879565,0.093276806,0.00000702506,0.00011248825,0.0000652149,0.000074262716,0.00002746732,0.000066608874],"genre_scores_gemma":[0.9779738,0.0000055355677,0.021836689,0.000012921668,0.0000237823,0.00000818034,0.00010920874,0.0000137357965,0.000016137215],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990457,0.00017139444,0.00037053647,0.00013644157,0.00015633537,0.00011959152],"domain_scores_gemma":[0.9996581,0.0000760785,0.00008889575,0.00012022215,0.00002825475,0.000028420269],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004336188,0.00010180331,0.00033462397,0.00025990215,0.000099103316,0.000045668254,0.00005958963,0.000015991436,0.0012149912],"category_scores_gemma":[0.000012120684,0.0000972285,0.00007597558,0.0005187631,0.00001408255,0.000047323123,0.000075706565,0.00004482912,1.9004634e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000125110255,0.000005346393,0.000904456,0.000014544166,0.0007223042,7.930253e-7,0.00023482622,0.7804517,0.21628709,0.00007128897,0.0000017725746,0.0012933479],"study_design_scores_gemma":[0.0001266504,0.000020420146,0.01197091,0.0000026891387,0.0010957457,0.0000010330507,0.00007584422,0.97336155,0.013138901,0.00005206327,0.00004321667,0.00011095758],"about_ca_topic_score_codex":0.000058811424,"about_ca_topic_score_gemma":0.0000070947644,"teacher_disagreement_score":0.20314819,"about_ca_system_score_codex":0.000042177297,"about_ca_system_score_gemma":0.000006039435,"threshold_uncertainty_score":0.99969804},"labels":[],"label_agreement":null},{"id":"W4292253986","doi":"10.3390/ma15165656","title":"Improved Voigt and Reuss Formulas with the Poisson Effect","year":2022,"lang":"en","type":"article","venue":"Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Poisson distribution; Poisson's ratio; Auxetics; Elasticity (physics); Stiffness; Finite element method; Mathematics; Composite number; Deformation (meteorology); Mathematical analysis; Materials science; Structural engineering; Statistical physics; Composite material; Physics; Statistics; Engineering","score_opus":0.0011962563384050947,"score_gpt":0.15389028988395362,"score_spread":0.15269403354554853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4292253986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99841624,0.0000752407,0.000856032,0.000106016116,0.000120269084,0.000133017,0.00001209359,0.000057328896,0.00022374961],"genre_scores_gemma":[0.99964416,0.000004897522,0.00014926516,0.00003259582,0.000044033455,0.000029173945,0.000019945708,0.000012877408,0.00006304233],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996987,0.000034794753,0.00006566583,0.0000670617,0.00005713005,0.00007662039],"domain_scores_gemma":[0.9998351,0.000017523065,0.000017577357,0.00011219949,0.000005645202,0.000011994164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012344596,0.00006573668,0.000102604245,0.000021105292,0.00011560428,0.00006137897,0.000057516267,0.000010530697,0.00020647726],"category_scores_gemma":[0.0000018803141,0.00003857562,0.000011618784,0.00006519304,0.0000064052124,0.000030332212,0.00004030689,0.00003066261,7.588419e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005536543,0.0000019927913,0.000068769856,0.000034744124,0.00006166055,0.0000018937822,0.0002952526,0.031515595,0.9660498,0.00006168214,0.0004978868,0.0013553622],"study_design_scores_gemma":[0.0012067786,0.00057229225,0.0058088438,0.000012314148,0.00026217534,0.000066011016,0.000121796926,0.054567352,0.92004806,0.00011540796,0.016769066,0.00044989891],"about_ca_topic_score_codex":0.00003343831,"about_ca_topic_score_gemma":0.000013668333,"teacher_disagreement_score":0.046001732,"about_ca_system_score_codex":0.000020432008,"about_ca_system_score_gemma":0.000001457331,"threshold_uncertainty_score":0.22607812},"labels":[],"label_agreement":null},{"id":"W429301343","doi":"","title":"Multiphysics of Functionally Graded Smart Cylinders","year":2014,"lang":"en","type":"article","venue":"13th International Symposium on Multiscale, Multifunctional and Functionally Graded Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Multiphysics; Mechanics; Cylinder; Smart material; Materials science; Finite element method; Structural engineering; Mechanical engineering; Physics; Engineering; Composite material","score_opus":0.006368534082753937,"score_gpt":0.1916177564311616,"score_spread":0.18524922234840768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W429301343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92110395,0.000102711565,0.054880705,0.0011963409,0.012270472,0.0007780393,0.00061961845,0.00061854726,0.008429622],"genre_scores_gemma":[0.99351436,0.000112472524,0.0026168933,0.00036423423,0.0011592859,0.0000834509,0.0013670858,0.00007684843,0.0007053716],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9970049,0.0001058253,0.0009686799,0.000639064,0.0009335445,0.00034798795],"domain_scores_gemma":[0.99844044,0.00034202856,0.00027512654,0.00030385022,0.00045152183,0.00018700337],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00033742722,0.00052683696,0.000561209,0.00033414704,0.00023714275,0.00013799213,0.00027221147,0.00024508184,0.0008247753],"category_scores_gemma":[0.000079672034,0.00049199146,0.00024055943,0.00025893975,0.0001704266,0.00036286574,0.00007915734,0.0002492124,0.000075882745],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009842276,0.00042244027,0.0046714637,0.00016248254,0.0013060869,0.000003693,0.00017650818,0.31186265,0.6519273,0.021080386,0.0025335888,0.0048692166],"study_design_scores_gemma":[0.012127184,0.001029574,0.43700087,0.00039474372,0.0007377645,0.00021847623,0.00017237292,0.33191922,0.15535182,0.00843268,0.049534727,0.0030805692],"about_ca_topic_score_codex":0.000100208104,"about_ca_topic_score_gemma":0.000040455743,"teacher_disagreement_score":0.49657544,"about_ca_system_score_codex":0.00016254617,"about_ca_system_score_gemma":0.000027396927,"threshold_uncertainty_score":0.9997532},"labels":[],"label_agreement":null},{"id":"W4293084412","doi":"10.1177/09544062221106288","title":"A new higher-order shear deformation theory for frequency analysis of functionally graded porous plates","year":2022,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part C Journal of Mechanical Engineering Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Porosity; Functionally graded material; Dimensionless quantity; Shear modulus; Mechanics; Galerkin method; Material properties; Plate theory; Composite material; Virtual work; Modulus; Porous medium; Finite element method; Structural engineering; Boundary value problem; Mathematics; Mathematical analysis; Physics; Engineering","score_opus":0.007254486444777621,"score_gpt":0.20165716394935707,"score_spread":0.19440267750457946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293084412","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17017661,0.00025797432,0.82746565,0.00014900969,0.0015242414,0.00026533814,0.000030386107,0.00007080455,0.00005997001],"genre_scores_gemma":[0.9645765,0.000025769206,0.035279952,0.000012763135,0.00006855052,0.000007409185,0.0000035445016,0.000017818164,0.000007709049],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975474,0.000009207761,0.0010514853,0.00016991726,0.0009828026,0.00023917615],"domain_scores_gemma":[0.99835753,0.00011878872,0.0005348512,0.000138953,0.000719326,0.0001305323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015885985,0.0001880792,0.0005559448,0.00078524515,0.00012676974,0.000021645554,0.00075102603,0.0000780483,0.000048596612],"category_scores_gemma":[0.00053871283,0.00015162301,0.00041467877,0.0032222348,0.00006738219,0.00046039376,0.00010552473,0.00032869488,1.0582971e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003994971,0.000022450406,0.0000045457296,0.00005727571,0.00028658938,1.2120175e-7,0.00005861253,0.6608863,0.19702163,0.14136086,0.000026842068,0.00023486053],"study_design_scores_gemma":[0.0006631379,0.00033653373,0.00023565158,0.00010434321,0.0011049715,0.000026092035,0.00009194772,0.8336034,0.15809472,0.0053425143,0.00017581547,0.00022091361],"about_ca_topic_score_codex":0.00000481986,"about_ca_topic_score_gemma":4.2231125e-7,"teacher_disagreement_score":0.79439986,"about_ca_system_score_codex":0.00022900032,"about_ca_system_score_gemma":0.00015605344,"threshold_uncertainty_score":0.6183007},"labels":[],"label_agreement":null},{"id":"W4295335506","doi":"","title":"Geometric Nonlinear Analysis of Timoshenko Beams","year":2009,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Nonlinear system; Physics; Mathematics; Structural engineering; Geometry; Statistical physics; Classical mechanics; Computer science; Engineering; Quantum mechanics","score_opus":0.005940669629245013,"score_gpt":0.20310192448884912,"score_spread":0.19716125485960412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295335506","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16689195,0.0022462555,0.7967193,0.00052501616,0.00014641735,0.00024283078,0.00016420022,0.0003229249,0.032741103],"genre_scores_gemma":[0.8759846,0.0012172796,0.11932558,0.00002632709,0.00002497362,0.0000101920305,0.0022822649,0.000042481952,0.0010862891],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975028,0.00078757363,0.0006465284,0.000450059,0.00038142139,0.00023164022],"domain_scores_gemma":[0.9961971,0.00039940313,0.00032177332,0.0016326786,0.0013381594,0.00011089573],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0015399265,0.00030190908,0.0006806621,0.001361089,0.00009266058,0.00016114645,0.0007739377,0.000267904,0.00026075105],"category_scores_gemma":[0.00023278211,0.00032693578,0.0005247865,0.0031536366,0.00006188838,0.00007239676,0.00032870242,0.0004240954,0.000006806032],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005931564,0.00027741768,0.0033676361,0.00024069185,0.0027813907,0.0000026208443,0.002570737,0.90210384,0.0017709881,0.00317144,0.0006051346,0.08310218],"study_design_scores_gemma":[0.00016577168,2.3103594e-7,0.010981926,0.000243916,0.0012360137,7.9892266e-7,0.000014007846,0.9657082,0.018454872,0.00038599045,0.0024460496,0.00036223486],"about_ca_topic_score_codex":0.00033731395,"about_ca_topic_score_gemma":0.0006926657,"teacher_disagreement_score":0.7090927,"about_ca_system_score_codex":0.00010947012,"about_ca_system_score_gemma":0.000051560546,"threshold_uncertainty_score":0.9999183},"labels":[],"label_agreement":null},{"id":"W4295419559","doi":"10.1016/j.compstruct.2022.116221","title":"Nonlinear analysis of fiber-reinforced folded shells enriched by nano-additives using a coupled FEM-IGA formulation","year":2022,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Finite element method; Discretization; Materials science; Nonlinear system; Parametric statistics; Shell (structure); Isogeometric analysis; Structural engineering; Composite material; Mathematics; Mathematical analysis; Engineering; Physics","score_opus":0.006608593388743068,"score_gpt":0.22477968528867498,"score_spread":0.21817109189993192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295419559","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96814257,0.00048364248,0.029974721,0.000008342434,0.00018196789,0.00024433483,0.0004049698,0.00014094506,0.00041848136],"genre_scores_gemma":[0.99060124,0.000013987963,0.006928754,0.00003766125,0.000053209325,0.000008981249,0.002178332,0.000042460953,0.00013536998],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983192,0.00006783427,0.0005898346,0.00030032164,0.00044345247,0.00027933292],"domain_scores_gemma":[0.99910563,0.00008879235,0.00023346499,0.00037364868,0.00011833968,0.000080126236],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00009151353,0.00030292437,0.00063383323,0.00067876803,0.000304242,0.000063784624,0.00028457376,0.000082302766,0.001959902],"category_scores_gemma":[0.000008087748,0.00031325693,0.00036966667,0.0018618811,0.00003442682,0.00016550871,0.00011761749,0.00019339366,8.8518163e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027748905,0.000005891044,0.00017679263,0.000018997314,0.0008951666,8.1342887e-7,0.00026301888,0.59085983,0.4073855,0.000065053864,0.000096863165,0.00020429974],"study_design_scores_gemma":[0.0004450428,0.000045498313,0.0020222524,0.000004520993,0.0012753822,0.000003761104,0.000051374518,0.9414522,0.0537486,0.00007050156,0.00056262367,0.00031826383],"about_ca_topic_score_codex":0.00010663162,"about_ca_topic_score_gemma":0.000011662047,"teacher_disagreement_score":0.3536369,"about_ca_system_score_codex":0.00017220575,"about_ca_system_score_gemma":0.000019740748,"threshold_uncertainty_score":0.99993193},"labels":[],"label_agreement":null},{"id":"W4296369020","doi":"10.1177/0309524x221123324","title":"Development of a cross-sectional finite element for the analysis of thin-walled composite beams like wind turbine blades","year":2022,"lang":"en","type":"article","venue":"Wind Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Image warping; Finite element method; Quadrilateral; Discretization; Computation; Beam (structure); Structural engineering; Cross section (physics); Degrees of freedom (physics and chemistry); Turbine blade; Turbine; Engineering; Mathematics; Mathematical analysis; Mechanical engineering; Computer science; Physics; Algorithm","score_opus":0.008981536082496792,"score_gpt":0.22118416906746027,"score_spread":0.21220263298496347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296369020","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77446556,0.00042777817,0.22444451,0.000010239316,0.00025967153,0.00021318786,0.000070109,0.00006116044,0.000047792262],"genre_scores_gemma":[0.983311,0.000009364445,0.016344488,0.000008763815,0.000042989683,0.000023994622,0.00020556488,0.000023272643,0.000030552823],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886,0.000007782583,0.00051568606,0.0001513361,0.00029236215,0.00017285671],"domain_scores_gemma":[0.9994668,0.00014154328,0.00008819992,0.00019570367,0.000075962715,0.000031812833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024195819,0.00015363467,0.0003019345,0.0003500855,0.00015995394,0.000029114086,0.00020378412,0.00003262009,0.00016216576],"category_scores_gemma":[0.0000088311435,0.00013630599,0.0002322299,0.0008304105,0.000013428104,0.000054886357,0.000075800934,0.0001257241,2.450655e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018374547,0.000016639815,0.003278891,0.000053291726,0.002313404,2.670656e-7,0.0009234684,0.97901964,0.013999115,0.00005211314,0.000010939598,0.00031382887],"study_design_scores_gemma":[0.00026929003,0.000015549915,0.092761226,0.0000054904626,0.00037568342,7.712755e-7,0.000044252367,0.9006597,0.0033510795,0.000003216067,0.0023813485,0.00013241069],"about_ca_topic_score_codex":0.000008285619,"about_ca_topic_score_gemma":0.000009163223,"teacher_disagreement_score":0.20884545,"about_ca_system_score_codex":0.00010917597,"about_ca_system_score_gemma":0.000016775964,"threshold_uncertainty_score":0.55583966},"labels":[],"label_agreement":null},{"id":"W4296448325","doi":"10.1177/10775463221122091","title":"Subharmonic and superharmonic resonances of five-layered porous functionally graded sandwich cylindrical shells with two-layered viscoelastic cores","year":2022,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Viscoelasticity; Porosity; Materials science; Subharmonic function; Shell (structure); Galerkin method; Functionally graded material; Mechanics; Material properties; Composite material; Geometry; Physics; Mathematical analysis; Mathematics; Finite element method; Thermodynamics","score_opus":0.003509248681310683,"score_gpt":0.18002253226073303,"score_spread":0.17651328357942234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296448325","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9443187,0.0037758057,0.051240526,0.0002935372,0.00013222473,0.00012352096,0.000014895088,0.000014530301,0.00008625785],"genre_scores_gemma":[0.99913776,0.00023618317,0.0004296803,0.00007876384,0.00007799084,0.000003955958,0.00000807101,0.00001133042,0.000016247885],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990691,0.00006502035,0.00039052384,0.00009853535,0.0002782123,0.00009863831],"domain_scores_gemma":[0.9994424,0.00011586298,0.00018535623,0.00006126068,0.00013315245,0.00006199418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013477558,0.000112244365,0.00029577507,0.00015063689,0.00011140385,0.000046515197,0.000064501284,0.00002585169,0.0001283471],"category_scores_gemma":[0.000016751483,0.00008790904,0.000050555205,0.0002015601,0.000029892912,0.00017063816,0.000013290997,0.00018312664,1.3456284e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011325706,0.000059421054,0.004827572,0.000033418928,0.0004333419,0.000020008576,0.0004839153,0.91315365,0.076418035,0.0003325773,0.00018482695,0.0029206644],"study_design_scores_gemma":[0.008296529,0.0013708678,0.08655986,0.000041297266,0.00044722197,0.00036813627,0.00045082576,0.89925253,0.0023674304,0.00030089784,0.00027241136,0.000271995],"about_ca_topic_score_codex":0.000006589845,"about_ca_topic_score_gemma":0.00001761663,"teacher_disagreement_score":0.08173229,"about_ca_system_score_codex":0.00003413866,"about_ca_system_score_gemma":0.000049026894,"threshold_uncertainty_score":0.35848266},"labels":[],"label_agreement":null},{"id":"W4302028225","doi":"10.1016/j.tws.2022.110142","title":"Large amplitude vibration of annular and circular functionally graded composite plates under cooling thermal shocks","year":2022,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Mechanics; Vibration; Thermal shock; Thermal; Shock (circulatory); Material properties; Heat transfer; Finite element method; Structural engineering; Composite material; Physics; Thermodynamics; Engineering; Acoustics","score_opus":0.0058198114046777326,"score_gpt":0.19604748918731682,"score_spread":0.19022767778263908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4302028225","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9659171,0.0017954258,0.03144491,0.000044853932,0.00022095336,0.00017141724,0.000045864643,0.0001414704,0.00021798216],"genre_scores_gemma":[0.99824154,0.000031755106,0.0011622338,0.00013574501,0.00007525381,0.000009268876,0.00029718244,0.00003329314,0.00001369765],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988192,0.0000735873,0.0003294188,0.00022971908,0.00034120595,0.00020689727],"domain_scores_gemma":[0.99953055,0.000051376686,0.00009206595,0.00021049671,0.00006028562,0.000055231583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013238014,0.00020736686,0.0002920671,0.00017079919,0.0003373254,0.00006067437,0.00015197044,0.00007028373,0.0004696069],"category_scores_gemma":[0.000005705038,0.00020256544,0.00009818573,0.00022257247,0.000030835785,0.00013019724,0.00009875339,0.00026350273,4.757605e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058080863,0.000011123907,0.0010132983,0.000042319705,0.00026586102,0.0000035864123,0.00138959,0.9015203,0.092364535,0.003157973,0.0000455558,0.00012778761],"study_design_scores_gemma":[0.0022955977,0.00013564237,0.21924134,0.000022313961,0.0004173632,0.00009022022,0.0013382259,0.74182063,0.015093779,0.01802708,0.0006642626,0.0008535305],"about_ca_topic_score_codex":0.000022021348,"about_ca_topic_score_gemma":0.000014062011,"teacher_disagreement_score":0.21822804,"about_ca_system_score_codex":0.00006022507,"about_ca_system_score_gemma":0.000016138822,"threshold_uncertainty_score":0.8260379},"labels":[],"label_agreement":null},{"id":"W4303575404","doi":"10.1007/s00419-022-02277-0","title":"Exact series solutions of composite beams with rotationally restrained boundary conditions: static analysis","year":2022,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Boundary value problem; Deflection (physics); Composite number; Slip (aerodynamics); Series (stratigraphy); Structural engineering; Exact solutions in general relativity; Boundary (topology); Mathematical analysis; Mathematics; Engineering; Physics; Classical mechanics; Geology; Algorithm","score_opus":0.004394860621494965,"score_gpt":0.1885357974724193,"score_spread":0.18414093685092434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4303575404","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0774724,0.00006188309,0.9180616,0.000048864313,0.00003789102,0.00031154844,0.0010101938,0.00007896621,0.0029166446],"genre_scores_gemma":[0.9478868,0.0000219235,0.05043206,0.000019137193,0.000007360232,0.000051793973,0.0015549602,0.000017649387,0.00000829571],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911034,0.000025223846,0.00030949488,0.00014121861,0.0002793569,0.0001343694],"domain_scores_gemma":[0.9994913,0.00007324214,0.00013385323,0.00020666825,0.0000576838,0.000037293292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009430559,0.00011801486,0.00028644872,0.0003467632,0.00020253987,0.000011939925,0.000129122,0.000014798532,0.00017345395],"category_scores_gemma":[0.0000023924702,0.00012164992,0.000102521124,0.00083160214,0.000042757478,0.000057479723,0.00005265257,0.00011530016,4.6578876e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006686856,0.000029651055,0.000013551283,0.000034123925,0.00095049833,0.0000010789687,0.0006238673,0.86122394,0.03282809,0.10404954,0.00004286405,0.00013594037],"study_design_scores_gemma":[0.00072640524,0.0002861124,0.0020847416,0.000016587122,0.002048051,0.000007936042,0.0013340169,0.8878309,0.0059009814,0.09908388,0.0003374583,0.00034291146],"about_ca_topic_score_codex":0.000014581067,"about_ca_topic_score_gemma":0.00007392441,"teacher_disagreement_score":0.87041444,"about_ca_system_score_codex":0.00004014895,"about_ca_system_score_gemma":0.000047673675,"threshold_uncertainty_score":0.496074},"labels":[],"label_agreement":null},{"id":"W4303578971","doi":"10.3390/applmech3040070","title":"Undamped Free Vibration Analysis of Functionally Graded Beams: A Dynamic Finite Element Approach","year":2022,"lang":"en","type":"article","venue":"Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Vibration; Nonlinear system; Timoshenko beam theory; Mathematical analysis; Normal mode; Interpolation (computer graphics); Trigonometric functions; Structural engineering; Natural frequency; Beam (structure); Method of mean weighted residuals; Mathematics; Galerkin method; Engineering; Physics; Acoustics; Geometry; Classical mechanics","score_opus":0.004470962524785178,"score_gpt":0.17443523996039817,"score_spread":0.169964277435613,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4303578971","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008485282,0.00006551626,0.98985463,0.000015917914,0.000098218945,0.00019848345,0.0000721362,0.00010809131,0.0011017113],"genre_scores_gemma":[0.9828451,0.000022898485,0.015188813,0.00005875898,0.00001551171,0.00009426004,0.0017249649,0.000023272794,0.000026405516],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989573,0.000019668707,0.00032545993,0.000206105,0.00035473652,0.00013675154],"domain_scores_gemma":[0.9994446,0.0000304361,0.000097350436,0.00035956074,0.00003521614,0.000032849737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015517094,0.0001348311,0.00027018526,0.00042586273,0.00012215087,0.000018483435,0.00019654357,0.000040046565,0.000339438],"category_scores_gemma":[0.000004020636,0.00014995692,0.00015299265,0.001630071,0.000004478724,0.000036567508,0.00009546964,0.0001317102,9.81832e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015100152,0.000032544856,0.0000041671215,0.000014644908,0.0009650577,1.7666729e-7,0.00018955885,0.9582669,0.011803518,0.027887512,0.000060944963,0.00075984525],"study_design_scores_gemma":[0.0002807174,0.000025804544,0.00008844683,5.979713e-7,0.00107303,3.5389195e-7,0.00024481292,0.9937183,0.00061005785,0.0034314587,0.00038314314,0.00014327106],"about_ca_topic_score_codex":0.000007303959,"about_ca_topic_score_gemma":0.00003301687,"teacher_disagreement_score":0.9746658,"about_ca_system_score_codex":0.00014971188,"about_ca_system_score_gemma":0.000016299404,"threshold_uncertainty_score":0.6115066},"labels":[],"label_agreement":null},{"id":"W4306173422","doi":"10.1080/25765299.2022.2132711","title":"Analysis of plastically deformed functionally graded pressurized thick cylinder","year":2022,"lang":"en","type":"article","venue":"Arab Journal of Basic and Applied Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"JavaScript; Zoom; Cylinder; Computer graphics (images); Feature (linguistics); Order (exchange); Engineering drawing; Mathematics; Computer science; Materials science; Geometry; Programming language; Physics; Optics; Engineering","score_opus":0.008548213529439179,"score_gpt":0.20298225546877133,"score_spread":0.19443404193933214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306173422","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97307944,0.00030043453,0.023919126,0.00006317418,0.000113781105,0.00003860791,0.000004782558,0.000008920785,0.0024717432],"genre_scores_gemma":[0.9984155,0.00003540458,0.001465836,0.000039341197,0.000026055759,0.0000014382515,0.0000026496775,0.0000029777505,0.000010775716],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990572,0.000019631716,0.00032234343,0.000088450375,0.00041646187,0.00009595992],"domain_scores_gemma":[0.9995847,0.000116601404,0.00015106711,0.0000496349,0.000052696603,0.000045326375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004129071,0.000069833426,0.00026036886,0.00036270602,0.0001856708,0.000030208561,0.00014828453,0.00001707946,0.00018793221],"category_scores_gemma":[0.000010102763,0.000052031148,0.000103051265,0.00096162147,0.00009416812,0.000084178624,0.000030153666,0.00013069372,1.4470409e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035140525,0.0000143454845,0.0017306446,0.0000055946625,0.00045491624,7.631472e-7,0.00023846701,0.9892746,0.0051862085,0.0019284097,0.00004625678,0.0010846616],"study_design_scores_gemma":[0.0015055018,0.00039046913,0.11127131,0.000014902907,0.003385795,0.000052539755,0.0017298749,0.87291896,0.0034066257,0.0040849913,0.00086390553,0.0003751464],"about_ca_topic_score_codex":0.000001598641,"about_ca_topic_score_gemma":0.0000049412356,"teacher_disagreement_score":0.11635565,"about_ca_system_score_codex":0.000015595466,"about_ca_system_score_gemma":0.000035036657,"threshold_uncertainty_score":0.21217686},"labels":[],"label_agreement":null},{"id":"W4315977458","doi":"10.1016/j.jcomc.2023.100349","title":"Aeroelastic flutter of triply periodic minimal surface (TPMS) beams","year":2023,"lang":"en","type":"article","venue":"Composites Part C Open Access","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Department of Mechanical Engineering, University of Alberta; National Institute of Technology Karnataka, Surathkal","keywords":"Flutter; Aeroelasticity; Aerodynamics; Boundary value problem; Bernoulli's principle; Euler's formula; Mathematical analysis; Mathematics; Physics; Mechanics","score_opus":0.02857054864320779,"score_gpt":0.31114522688667057,"score_spread":0.2825746782434628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315977458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98801476,0.00027428888,0.0042992677,0.00012926447,0.00047870498,0.00035826024,0.000028460203,0.00023509143,0.006181917],"genre_scores_gemma":[0.9980027,0.00008119109,0.0011392614,0.00005472939,0.000085933476,0.000014759065,0.00022278991,0.000041287192,0.00035732842],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99875,0.000039912815,0.00043587532,0.00027168868,0.00021516116,0.00028737736],"domain_scores_gemma":[0.9992459,0.00010520838,0.000083827515,0.00038364905,0.00008835062,0.0000930699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014006607,0.00021433365,0.0004279796,0.00016293026,0.00012453919,0.0006918573,0.0012991102,0.00006810358,0.0005429318],"category_scores_gemma":[0.000012948653,0.00020483907,0.00011009658,0.0011015214,0.00004760298,0.00070688105,0.0006309179,0.00012138006,0.00010019815],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040367657,0.000028939241,0.024924774,0.000097566604,0.00017646479,0.000009860186,0.0003437685,0.9209516,0.034128454,0.00005479215,0.018351257,0.0008921387],"study_design_scores_gemma":[0.0010874086,0.0000943883,0.046318818,0.00014972137,0.00024046088,0.000008874866,0.000073518306,0.88501585,0.050437134,0.00009546664,0.01579759,0.00068077055],"about_ca_topic_score_codex":0.000042678632,"about_ca_topic_score_gemma":0.00002306275,"teacher_disagreement_score":0.03593577,"about_ca_system_score_codex":0.000036733298,"about_ca_system_score_gemma":0.000020259076,"threshold_uncertainty_score":0.8353095},"labels":[],"label_agreement":null},{"id":"W4317633866","doi":"10.2514/6.2023-1705","title":"Modal analysis of twisted and curved blades using geometrically exact, intrinsic equations and general boundary conditions","year":2023,"lang":"en","type":"article","venue":"AIAA SCITECH 2023 Forum","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Statically indeterminate; Boundary value problem; Mathematical analysis; Discretization; Mathematics; Modal analysis; Partial differential equation; Finite element method; Boundary (topology); Equations of motion; Structural engineering; Physics; Classical mechanics; Engineering","score_opus":0.013566390840666062,"score_gpt":0.25502989580262236,"score_spread":0.2414635049619563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317633866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94316673,0.00030028116,0.055723134,0.00013107597,0.00008871709,0.000106507236,0.00014616054,0.00014890156,0.00018848864],"genre_scores_gemma":[0.99752426,0.0001223499,0.0018120419,0.000022884415,0.000029377623,0.0000057010025,0.0003860955,0.000016342046,0.000080975115],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999126,0.000021514665,0.00028628972,0.00018921016,0.0001684552,0.00020851311],"domain_scores_gemma":[0.9994924,0.00012049689,0.00005628965,0.00017014726,0.00009000014,0.00007067534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011914932,0.00012441253,0.0002869423,0.0018026208,0.00016472679,0.000097532684,0.000072214614,0.000063425876,0.00007384038],"category_scores_gemma":[0.000053466974,0.00012801081,0.00009471126,0.0050002844,0.00008838158,0.00017657389,0.000072271214,0.00008881261,0.0000020731725],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005436508,0.000015078041,0.015035618,0.000042666696,0.0017127405,0.000004840501,0.00027506967,0.953747,0.020825567,0.0019902757,0.0004452416,0.0059004733],"study_design_scores_gemma":[0.00014990085,0.000017512826,0.0466201,0.000008475921,0.0006689193,0.0000013919594,0.00008081709,0.951203,0.00032163842,0.0005997143,0.0001915632,0.00013697043],"about_ca_topic_score_codex":0.00013714764,"about_ca_topic_score_gemma":0.00035489013,"teacher_disagreement_score":0.0543575,"about_ca_system_score_codex":0.000039864433,"about_ca_system_score_gemma":0.00001599827,"threshold_uncertainty_score":0.52201295},"labels":[],"label_agreement":null},{"id":"W4318067372","doi":"10.1177/03093247221150043","title":"Representing capabilities of novel semi-analytical triangular plate elements","year":2023,"lang":"en","type":"article","venue":"The Journal of Strain Analysis for Engineering Design","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Displacement (psychology); Structural engineering; Elasticity (physics); Mathematics; Finite element method; Function (biology); Bending of plates; Bending; Mathematical analysis; Engineering; Materials science; Composite material","score_opus":0.027273902344199935,"score_gpt":0.2498146090441845,"score_spread":0.22254070669998458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4318067372","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10447123,0.00016838245,0.89504945,0.000033508943,0.000082172184,0.000110591165,0.000023144257,0.000045334535,0.000016204707],"genre_scores_gemma":[0.9808895,0.000096504926,0.018796833,0.0000034013933,0.00011254604,0.000002713416,0.000017643586,0.000028181385,0.0000526914],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99845916,0.000035480734,0.00086308,0.000089877234,0.00031939027,0.00023298453],"domain_scores_gemma":[0.9987822,0.0005388939,0.00022339003,0.0002371352,0.00015789569,0.000060495007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019048185,0.00015793725,0.0005304809,0.0007559794,0.00004637986,0.000030176574,0.00027139834,0.00005477022,0.000030961633],"category_scores_gemma":[0.00018518437,0.00011822913,0.0005400972,0.001408795,0.000023292021,0.00009703852,0.000018168146,0.0001484452,5.772517e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002134611,0.00000868045,0.00016451853,0.00005704983,0.0035963517,0.0000014919924,0.00036689424,0.97077686,0.024559874,0.00011615094,0.00013171985,0.00019906583],"study_design_scores_gemma":[0.00038265088,0.000040388648,0.0009850652,0.000024970954,0.0027796829,0.0000053122203,0.00014039267,0.9920437,0.0033399449,0.00005730477,0.00009025428,0.00011035773],"about_ca_topic_score_codex":0.000003620705,"about_ca_topic_score_gemma":0.0000015594674,"teacher_disagreement_score":0.87641823,"about_ca_system_score_codex":0.000050290073,"about_ca_system_score_gemma":0.0000134566835,"threshold_uncertainty_score":0.48212442},"labels":[],"label_agreement":null},{"id":"W4320342225","doi":"10.1016/j.ymssp.2023.110119","title":"Do we need to satisfy natural boundary conditions in energy approach to nonlinear vibrations of rectangular plates?","year":2023,"lang":"en","type":"article","venue":"Mechanical Systems and Signal Processing","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Boundary value problem; Vibration; Mathematics; Boundary (topology); Mathematical analysis; Rayleigh–Ritz method; Convergence (economics); Free energy principle; Applied mathematics; Physics","score_opus":0.008425220477361148,"score_gpt":0.22337472450810786,"score_spread":0.2149495040307467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320342225","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2603664,0.003929761,0.7336109,0.00027412162,0.0002643099,0.00047153723,0.00005508199,0.0003053755,0.0007224604],"genre_scores_gemma":[0.99611217,0.000021760798,0.0036392808,0.000020603524,0.000080207734,0.000028418748,0.000054796707,0.000018427374,0.000024314246],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991196,0.00002959247,0.00033702777,0.00018807367,0.00016071627,0.00016499053],"domain_scores_gemma":[0.9997104,0.000033350083,0.00003443188,0.00008090543,0.000053054817,0.00008788188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013522516,0.00011647331,0.00025727882,0.0002722693,0.0000998558,0.0001223661,0.000071763934,0.0000727975,0.000006217974],"category_scores_gemma":[0.0000111317095,0.00010563505,0.000035813053,0.0010498716,0.000008409822,0.00010622533,0.000026276244,0.00009347991,0.0000016000006],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012833926,0.00001590815,0.00004399879,0.00022574629,0.00003414824,0.000003483066,0.0006638888,0.8822184,0.105315566,0.0029019625,0.00017823932,0.008385792],"study_design_scores_gemma":[0.00012660628,0.000027113121,0.00013351966,0.00020064358,0.000016430635,0.0000055915943,0.00033832688,0.996676,0.0014101648,0.00030793276,0.00062013016,0.00013750134],"about_ca_topic_score_codex":0.00006453126,"about_ca_topic_score_gemma":0.000036342244,"teacher_disagreement_score":0.7357458,"about_ca_system_score_codex":0.000036173748,"about_ca_system_score_gemma":0.000017180055,"threshold_uncertainty_score":0.43076724},"labels":[],"label_agreement":null},{"id":"W4320557310","doi":"10.1007/s40430-023-04026-y","title":"Non-linear hygrothermal analysis of imperfect multilayer functionally graded shallow shell with a porous core","year":2023,"lang":"en","type":"article","venue":"Journal of the Brazilian Society of Mechanical Sciences and Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shell (structure); Galerkin method; Materials science; Buckling; Piecewise linear function; Structural engineering; Vibration; Mathematical analysis; Composite material; Mathematics; Finite element method; Physics; Engineering; Acoustics","score_opus":0.010091563115357907,"score_gpt":0.21909593764914076,"score_spread":0.20900437453378284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320557310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9852123,0.00010199405,0.014405811,0.00008844341,0.00011153647,0.000045939112,0.000004720234,0.000016366199,0.000012871633],"genre_scores_gemma":[0.99362403,0.00014673578,0.0061456696,0.0000144422875,0.0000471431,5.189081e-7,8.120001e-7,0.000008842561,0.000011781868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990572,0.000006596942,0.00032839796,0.00009710869,0.00036470764,0.00014604439],"domain_scores_gemma":[0.9995767,0.000061786726,0.00013474295,0.00009340435,0.00007446197,0.000058915863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043407598,0.000107275315,0.00032459744,0.00012172998,0.00006647306,0.000016217895,0.00022042828,0.000053623917,0.000019878338],"category_scores_gemma":[0.000012005483,0.00006474024,0.00036318405,0.0015401281,0.000054983288,0.00010583885,0.000038108592,0.00014070062,1.2669503e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007810243,0.000006148412,0.0017715516,0.00003488194,0.00052847824,5.641668e-7,0.00019182013,0.91445357,0.08260831,0.000043295193,0.000040832943,0.00031275506],"study_design_scores_gemma":[0.00020615019,0.00009222462,0.032553848,0.000053168347,0.0003644872,0.000008573101,0.00012414997,0.96350455,0.0029622982,0.000020812104,0.00003167786,0.000078077755],"about_ca_topic_score_codex":0.000011748168,"about_ca_topic_score_gemma":0.000016119613,"teacher_disagreement_score":0.07964601,"about_ca_system_score_codex":0.000021259066,"about_ca_system_score_gemma":0.000017304537,"threshold_uncertainty_score":0.26400304},"labels":[],"label_agreement":null},{"id":"W4320922632","doi":"10.1002/zamm.202300027","title":"An Eshelby inclusion in a nonlinearly coupled thermoelectric bi‐material and tri‐material","year":2023,"lang":"en","type":"article","venue":"ZAMM ‐ Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermoelectric effect; Inclusion (mineral); Analytic continuation; Thermoelectric materials; Materials science; Mathematical analysis; Physics; Mathematics; Thermodynamics","score_opus":0.006081820678341548,"score_gpt":0.2341425700063558,"score_spread":0.22806074932801426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320922632","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8642746,0.00044471247,0.132871,0.000055007276,0.00057359313,0.000747528,0.00006276226,0.00024281305,0.00072797656],"genre_scores_gemma":[0.9594231,0.001778072,0.038274456,0.000034604494,0.0002806937,0.000020363728,0.000056079018,0.00012422846,0.000008360845],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99759924,0.000027539447,0.0010867472,0.00029504043,0.0005415057,0.0004499399],"domain_scores_gemma":[0.9988025,0.00010751205,0.00041735594,0.00030511562,0.00013477895,0.00023273955],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0012750906,0.0004469072,0.00094076054,0.00084143697,0.00021737845,0.00027447118,0.0003334393,0.00026192234,0.00006601484],"category_scores_gemma":[0.00002650762,0.00037044162,0.000101187776,0.00076796126,0.000020158024,0.0002722801,0.0003031226,0.0002972822,0.000003927666],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020473811,0.00018170387,3.3463e-7,0.0006701849,0.00021262412,0.000058193822,0.0045576817,0.0032839957,0.88690317,0.09697674,0.000045930974,0.006904694],"study_design_scores_gemma":[0.0021993627,0.00045256087,0.0000025288725,0.00025152028,0.00036738298,0.00017258983,0.0007576131,0.7892336,0.12675036,0.078958735,0.0002752703,0.00057845796],"about_ca_topic_score_codex":0.0000073803803,"about_ca_topic_score_gemma":0.000024711171,"teacher_disagreement_score":0.7859496,"about_ca_system_score_codex":0.000030051488,"about_ca_system_score_gemma":0.000047075166,"threshold_uncertainty_score":0.9998748},"labels":[],"label_agreement":null},{"id":"W4321378058","doi":"10.1080/15376494.2023.2177911","title":"Non-linear parametric vibration of the laminated composite shallow shells including primary and 1:2 internal resonances","year":2023,"lang":"en","type":"article","venue":"Mechanics of Advanced Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"University of Regina","keywords":"Galerkin method; Parametric statistics; Discretization; Vibration; Ordinary differential equation; Composite number; Particle swarm optimization; Mathematics; Mathematical analysis; Physics; Structural engineering; Differential equation; Engineering; Finite element method; Mathematical optimization; Acoustics","score_opus":0.006678664980247936,"score_gpt":0.21884347479847766,"score_spread":0.21216480981822972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321378058","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952667,0.00032704725,0.0038567875,0.000013404062,0.00029660837,0.0001243236,0.000040570485,0.000032957258,0.000041616517],"genre_scores_gemma":[0.9956405,0.00084255874,0.003427828,0.0000104944365,0.000026089197,0.0000023167233,0.000028985647,0.000013735679,0.0000074613886],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993387,0.00001884976,0.0002862681,0.00012890817,0.00012631761,0.00010094709],"domain_scores_gemma":[0.9996658,0.000029428727,0.0001197954,0.000119527744,0.00004577046,0.000019688878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009645606,0.00011907379,0.00027123885,0.00012697514,0.00005951417,0.000025834846,0.000101101476,0.000056057375,0.000011380827],"category_scores_gemma":[0.000014150358,0.00008645745,0.00002996624,0.00031451136,0.000021885,0.000100756886,0.00010093268,0.000048518064,9.325062e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023253957,0.0000016880745,0.00006642744,0.0001861343,0.000029721552,4.557207e-7,0.000131594,0.08370431,0.9116361,0.0007917829,0.000006154301,0.0034223963],"study_design_scores_gemma":[0.0002831573,0.000040158273,0.025117232,0.00008655308,0.000039684204,0.0000032182834,0.000039626382,0.09821797,0.8715179,0.004508125,0.000030385756,0.00011600231],"about_ca_topic_score_codex":0.000010830989,"about_ca_topic_score_gemma":0.000006402519,"teacher_disagreement_score":0.0401182,"about_ca_system_score_codex":0.000011300692,"about_ca_system_score_gemma":0.0000042634397,"threshold_uncertainty_score":0.35256323},"labels":[],"label_agreement":null},{"id":"W4323041832","doi":"10.18280/mmep.100114","title":"Ritz Variational Method for Solving the Elastic Buckling Problems of Thin-Walled Beams with Bisymmetric Cross-Sections","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Buckling; Ritz method; Structural engineering; Mathematics; Materials science; Mathematical analysis; Engineering; Boundary value problem","score_opus":0.01570739972597585,"score_gpt":0.23142951649748145,"score_spread":0.2157221167715056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323041832","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016590372,0.00023210686,0.9822882,0.00004076924,0.00007793368,0.00034114957,0.000007897821,0.0003195433,0.000102059166],"genre_scores_gemma":[0.6909918,0.00006458166,0.30860838,0.0000034525726,0.00006963517,0.00012340226,0.000023472103,0.000060114464,0.00005513629],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889934,0.000008463003,0.00041461107,0.00020006389,0.00020541518,0.0002721267],"domain_scores_gemma":[0.9989272,0.00068460585,0.00005671157,0.00016776758,0.000106148036,0.00005757249],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005283659,0.00019323945,0.0002964062,0.0002609566,0.00016525036,0.00011426869,0.000114445065,0.00008450277,0.0000049291048],"category_scores_gemma":[0.000061640574,0.0001352247,0.000086040156,0.00081740937,0.000021558997,0.00009517854,0.000025538337,0.00017719266,0.0000017917508],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032767668,0.000010582005,0.000012174118,0.00086974824,0.00013676871,1.6742565e-7,0.00069806795,0.99022585,0.0005598832,0.0073478078,0.0000068841996,0.0001287982],"study_design_scores_gemma":[0.00024785975,0.000035363617,0.000034556964,0.00019399509,0.00010526069,0.000008199251,0.000017129341,0.99028796,0.00024515614,0.008590256,0.00006511464,0.00016917031],"about_ca_topic_score_codex":0.000009083688,"about_ca_topic_score_gemma":0.0000015861275,"teacher_disagreement_score":0.67440146,"about_ca_system_score_codex":0.000025754764,"about_ca_system_score_gemma":0.000009290322,"threshold_uncertainty_score":0.55143034},"labels":[],"label_agreement":null},{"id":"W4324025792","doi":"10.1177/10775463231162751","title":"A harmonic balance solution for the intrinsic 1D nonlinear equations of the beams","year":2023,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Harmonic balance; Nonlinear system; Discretization; Mathematics; Galerkin method; Jacobian matrix and determinant; Mathematical analysis; Partial differential equation; Harmonic; Applied mathematics; Control theory (sociology); Physics; Computer science","score_opus":0.007008793286040566,"score_gpt":0.212658664398157,"score_spread":0.20564987111211644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4324025792","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021842679,0.00051736645,0.97442555,0.0027828359,0.00024387553,0.00014674418,0.0000082648785,0.000011294242,0.000021382752],"genre_scores_gemma":[0.99903375,0.00015683846,0.0005592457,0.00007849533,0.00014618991,0.0000033613185,0.0000026041955,0.0000041484323,0.000015352744],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996122,0.0000152855,0.0002093051,0.000026949296,0.00008789425,0.000048357557],"domain_scores_gemma":[0.9995845,0.00012923387,0.00011243544,0.000058781017,0.0001022163,0.000012842312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015270038,0.000038478487,0.00008998217,0.000046856996,0.000081706006,0.000025603511,0.00005887693,0.000020080517,0.0000056015733],"category_scores_gemma":[0.000048174752,0.000021527178,0.00007826968,0.0001784704,0.000012804552,0.00008466751,0.000004910992,0.000057188696,3.4528512e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055697597,0.000011798987,0.00046950358,0.000027207407,0.00024171977,2.043585e-7,0.00041003016,0.890418,0.068416916,0.0011665226,0.0011137589,0.037668668],"study_design_scores_gemma":[0.00051062455,0.000025998348,0.006721912,0.000010877429,0.00009260934,0.00000181214,0.000029152709,0.9905122,0.0011554126,0.00018243365,0.00073292124,0.000024062509],"about_ca_topic_score_codex":0.0000013571021,"about_ca_topic_score_gemma":0.000008885837,"teacher_disagreement_score":0.9771911,"about_ca_system_score_codex":0.000011517494,"about_ca_system_score_gemma":0.000015394799,"threshold_uncertainty_score":0.08778528},"labels":[],"label_agreement":null},{"id":"W4361279951","doi":"10.1016/j.istruc.2023.03.110","title":"Vibration characteristics of smart laminated carbon nanotube-reinforced composite cylindrical shells resting on elastic foundations with open circuit","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Boundary value problem; Vibration; Piezoelectricity; Materials science; Shell (structure); Electrical network; Piezoelectric sensor; Structural engineering; Mechanics; Composite material; Acoustics; Mathematical analysis; Engineering; Physics; Electrical engineering; Mathematics","score_opus":0.012271040212674495,"score_gpt":0.23220504811538703,"score_spread":0.21993400790271253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361279951","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9835407,0.000006427527,0.008320821,0.000030018762,0.00028954065,0.0003365961,0.000035541234,0.0002458886,0.0071944483],"genre_scores_gemma":[0.9986245,0.000007642172,0.0006958721,0.000021772235,0.000069255824,0.000009660421,0.00041978562,0.000036464087,0.0001150229],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99896574,0.000031577267,0.00036036086,0.00020353482,0.00023924609,0.00019954988],"domain_scores_gemma":[0.9993608,0.00010095581,0.00011419088,0.00025977683,0.00010995226,0.000054299406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006590913,0.0001929124,0.00029658125,0.00024940225,0.0001214863,0.00013313777,0.00022991428,0.00008518271,0.000056037145],"category_scores_gemma":[0.000042249885,0.00016558067,0.000043718926,0.00076978066,0.000039708557,0.00011994271,0.00005590934,0.00015384225,0.0000042585466],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009267903,0.000006714918,0.0016104857,0.00010442067,0.00019759471,0.0000115364055,0.0006911947,0.9025532,0.08444082,0.006162979,0.00008778929,0.0040406063],"study_design_scores_gemma":[0.00056600594,0.00018880307,0.14604701,0.00011531423,0.0001491846,0.000008411021,0.000045501005,0.82927257,0.022655208,0.0004972847,0.000107218664,0.0003474665],"about_ca_topic_score_codex":0.000048511694,"about_ca_topic_score_gemma":0.000037826874,"teacher_disagreement_score":0.14443652,"about_ca_system_score_codex":0.00005922499,"about_ca_system_score_gemma":0.000026761121,"threshold_uncertainty_score":0.67521834},"labels":[],"label_agreement":null},{"id":"W4366428407","doi":"10.2140/jomms.2023.18.219","title":"A semianalytical approach for the variational asymptotic sectional analysis of a beam with high values of initial twist and curvatures","year":2023,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Twist; Beam (structure); Mathematical analysis; Mathematics; Structural engineering; Geometry; Engineering","score_opus":0.008055931622770584,"score_gpt":0.2358045638260976,"score_spread":0.22774863220332703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366428407","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91557926,0.00022279956,0.083765745,0.000024204215,0.00012774552,0.00008232753,0.00018745201,0.0000053307504,0.0000051332063],"genre_scores_gemma":[0.99153346,0.00014130039,0.008158054,0.0000053970857,0.000107677224,0.0000013732164,0.000042158597,0.000009111809,0.0000014550251],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999053,0.000027780605,0.00048994034,0.00008097754,0.00026948226,0.00007883561],"domain_scores_gemma":[0.99913126,0.00018519277,0.00033172517,0.000079704856,0.00024291255,0.000029224073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037729324,0.00010495262,0.0004858969,0.00030998996,0.000042538817,0.000030681975,0.00009051663,0.00007266293,0.000024468163],"category_scores_gemma":[0.000043933967,0.000063189844,0.00010520781,0.00034460696,0.00003618729,0.000057113037,0.000021794418,0.00006113046,4.8595847e-9],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029458583,0.000012354823,0.00025909606,0.00022662325,0.0038043617,6.7851994e-7,0.00025490284,0.9159678,0.062262837,0.016728714,0.000051275227,0.00013672838],"study_design_scores_gemma":[0.0015948672,0.0005583764,0.10658814,0.00006613653,0.007929119,0.0000671217,0.0003075821,0.73726594,0.11549836,0.029838512,0.00001554114,0.00027032974],"about_ca_topic_score_codex":0.000013077335,"about_ca_topic_score_gemma":0.000004872259,"teacher_disagreement_score":0.17870192,"about_ca_system_score_codex":0.000008778787,"about_ca_system_score_gemma":0.000021594115,"threshold_uncertainty_score":0.2576807},"labels":[],"label_agreement":null},{"id":"W4367057597","doi":"10.52547/masm.2.4.463","title":"A Unique Approach to Investigate the Free Vibrations of Non-uniform and Functionally Graded Euler-Bernoulli Beams","year":2023,"lang":"en","type":"article","venue":"Mechanic of Advanced and Smart Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Impact","funders":"","keywords":"Bernoulli's principle; Euler's formula; Vibration; Structural engineering; Physics; Mathematics; Materials science; Mathematical analysis; Acoustics; Engineering","score_opus":0.007137528003745359,"score_gpt":0.19338957133096774,"score_spread":0.18625204332722237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367057597","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9181647,0.000040255647,0.08078712,0.00014235474,0.00022366889,0.00025559176,0.000066836146,0.00006142742,0.0002580801],"genre_scores_gemma":[0.98290724,0.00017379936,0.01668665,0.00003077806,0.00003502671,0.000028356784,0.0000755338,0.000015932024,0.00004666564],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994504,0.000016517033,0.00023592995,0.00011283117,0.00008874546,0.000095586496],"domain_scores_gemma":[0.9996661,0.000030450827,0.00005042804,0.00017500306,0.00003808083,0.00003993408],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014335467,0.00009745494,0.00020891159,0.00009241081,0.00005806999,0.000021629823,0.00008204812,0.000037901456,0.000012727407],"category_scores_gemma":[0.000021769472,0.000072876624,0.000023056296,0.00026473505,0.00002094709,0.00008181546,0.000059833306,0.00002950759,7.80079e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001217173,0.000005075134,0.000007787922,0.0000939223,0.00004285479,1.2900591e-7,0.00034486028,0.0814835,0.9113596,0.006127085,0.00010990171,0.00041309002],"study_design_scores_gemma":[0.00060042244,0.00013239284,0.003221504,0.00007857499,0.000096417534,0.000006746487,0.0003060692,0.06460852,0.9076207,0.022613624,0.00045818018,0.00025679803],"about_ca_topic_score_codex":0.000017200653,"about_ca_topic_score_gemma":0.00001639893,"teacher_disagreement_score":0.064742595,"about_ca_system_score_codex":0.000006744707,"about_ca_system_score_gemma":0.000007155711,"threshold_uncertainty_score":0.29718223},"labels":[],"label_agreement":null},{"id":"W4376117727","doi":"10.1142/s1758825123500618","title":"Nonlinear Stability and Vibration Analyses of Functionally Graded Variable Thickness Toroidal Shell Segments Reinforced with Spiral Stiffeners","year":2023,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Galerkin method; Spiral (railway); Shell (structure); Vibration; Discretization; Buckling; Materials science; Stability (learning theory); Structural engineering; Toroid; Mathematics; Composite material; Mathematical analysis; Physics; Computer science; Engineering; Acoustics","score_opus":0.013919327702090022,"score_gpt":0.23716231002532967,"score_spread":0.22324298232323964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376117727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5256494,0.000028775788,0.4730463,0.00004225193,0.00048226817,0.00010731907,0.000024778361,0.000048574526,0.0005703161],"genre_scores_gemma":[0.97802454,0.00007554039,0.021599853,0.000034867015,0.00014620733,0.000002086145,0.00008571419,0.000016281316,0.000014931967],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988463,0.000010251889,0.0004334828,0.000102323516,0.00051397283,0.00009365791],"domain_scores_gemma":[0.99918896,0.00004674137,0.00022142952,0.00008545336,0.00040633514,0.00005110417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022806173,0.00011765381,0.000213416,0.00024256163,0.00002503039,0.000045023076,0.00015080444,0.000058308884,0.000055517146],"category_scores_gemma":[0.000014459917,0.000097415475,0.000055950393,0.00030366294,0.000013358657,0.00018652502,0.000032348362,0.00012551612,9.06078e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022114078,0.000011152275,0.00003167511,0.000021363669,0.00040907675,0.000003064274,0.00013431413,0.70915353,0.28621978,0.0032646735,0.00003300814,0.00049726124],"study_design_scores_gemma":[0.0011655987,0.00012940331,0.00027069115,0.00004479071,0.0001889225,0.000023479319,0.0002693585,0.8613987,0.13419314,0.0020269305,0.000120243676,0.00016875894],"about_ca_topic_score_codex":0.000007340824,"about_ca_topic_score_gemma":0.000005560518,"teacher_disagreement_score":0.4523751,"about_ca_system_score_codex":0.00007654757,"about_ca_system_score_gemma":0.0000485456,"threshold_uncertainty_score":0.39724877},"labels":[],"label_agreement":null},{"id":"W4379647135","doi":"10.1016/j.tws.2023.110876","title":"Effect of graphene reinforcement distribution on energy release rate and vibration of thermally pre/post-buckled delaminated composite plates","year":2023,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Alberta Innovates","keywords":"Delamination (geology); Materials science; Plate theory; Ritz method; Composite material; Finite element method; Graphene; Vibration; Composite number; Stiffness; Nonlinear system; Strain energy release rate; Bending; Structural engineering; Fracture mechanics; Engineering; Physics","score_opus":0.002150356015839994,"score_gpt":0.19385846110320187,"score_spread":0.19170810508736189,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379647135","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929272,0.00014637981,0.006231332,0.000020556197,0.00009843367,0.00020748161,0.00005599333,0.00016385513,0.00014877466],"genre_scores_gemma":[0.998192,0.00021555841,0.00011247425,0.00001626087,0.000023925506,0.000009196376,0.0013853468,0.000023643019,0.0000215938],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988839,0.00012941679,0.00041505505,0.00018731786,0.00021225562,0.00017203327],"domain_scores_gemma":[0.9992763,0.00018719475,0.00015426827,0.00022691042,0.000102858365,0.00005247036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018122065,0.00023807972,0.00037730543,0.0002030476,0.000081312704,0.000027338703,0.00011289492,0.00011231078,0.0000355708],"category_scores_gemma":[0.000035365974,0.00018936601,0.000101257414,0.0004158881,0.000046054567,0.000100689045,0.000037579415,0.00010229525,6.2739656e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005132522,0.0000041819303,0.00009931284,0.00016067796,0.00020848952,0.0000027861909,0.00037254236,0.766656,0.22661963,0.0018188974,0.000051908537,0.0034923453],"study_design_scores_gemma":[0.0009407942,0.00046003071,0.021133088,0.000060763712,0.00015864294,0.0000023803582,0.000016873684,0.56911165,0.40734014,0.00057843985,0.000015344025,0.00018183478],"about_ca_topic_score_codex":0.00008154225,"about_ca_topic_score_gemma":0.000023379273,"teacher_disagreement_score":0.19754432,"about_ca_system_score_codex":0.000030149255,"about_ca_system_score_gemma":0.000007975705,"threshold_uncertainty_score":0.77221215},"labels":[],"label_agreement":null},{"id":"W4382176420","doi":"10.1177/16878132231175002","title":"Optimization of Neural Network architecture and derivation of closed-form equation to predict ultimate load of functionally graded material plate","year":2023,"lang":"en","type":"article","venue":"Advances in Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Computer science; Artificial neural network; Parametric statistics; Set (abstract data type); Power (physics); Variance (accounting); Obstacle; Black box; Algorithm; Mathematical optimization; Applied mathematics; Artificial intelligence; Mathematics; Physics; Statistics","score_opus":0.004734367774847521,"score_gpt":0.20086264683898794,"score_spread":0.19612827906414043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382176420","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31870192,0.000100766185,0.6807133,0.000008715866,0.00024730808,0.00013377234,0.000010938211,0.00007077591,0.000012532215],"genre_scores_gemma":[0.9581929,0.00020391076,0.041442562,0.0000029270516,0.00005439594,0.000009543887,0.000074687516,0.000018208018,8.920856e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991218,0.000009930137,0.0004233076,0.000121832185,0.00018679212,0.00013635024],"domain_scores_gemma":[0.9996782,0.000065487635,0.000075241325,0.00009464101,0.00005614422,0.00003026497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000143661,0.000112898364,0.00024144654,0.00017570207,0.00001223871,0.0000059464396,0.00006610952,0.00006154228,0.000009661097],"category_scores_gemma":[0.000058983835,0.0001147241,0.000035719786,0.00065203256,0.000009788779,0.00016192802,0.00003130748,0.000069615846,1.3741692e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044953165,0.0000035480007,0.00008166681,0.00016848676,0.000017321843,3.130004e-7,0.000081161634,0.9568564,0.038381632,0.0006889831,0.0000013864518,0.003674096],"study_design_scores_gemma":[0.0002323593,0.000057882444,0.0012287323,0.00009651407,0.000018460565,9.529638e-7,0.000007310884,0.9818088,0.015935177,0.00051067385,0.000013602389,0.000089532645],"about_ca_topic_score_codex":0.0000038897024,"about_ca_topic_score_gemma":0.000007919263,"teacher_disagreement_score":0.63949096,"about_ca_system_score_codex":0.000032101732,"about_ca_system_score_gemma":0.000005434758,"threshold_uncertainty_score":0.4678313},"labels":[],"label_agreement":null},{"id":"W4382317553","doi":"10.1016/j.tws.2023.110943","title":"Analyzing softening and hardening behavior in vibration of a thin incompressible hyperelastic cylindrical shell","year":2023,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Hyperelastic material; Nonlinear system; Equations of motion; Vibration; Compressibility; Shell (structure); Classical mechanics; Mechanics; Mathematical analysis; Physics; Mathematics; Materials science; Acoustics","score_opus":0.008536006501643397,"score_gpt":0.22734825197772768,"score_spread":0.21881224547608427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382317553","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99115777,0.0004651843,0.007498531,0.00002289135,0.00014826361,0.00014137132,0.000005282849,0.00021535228,0.0003453293],"genre_scores_gemma":[0.9935763,0.00008227893,0.006168699,0.000009039277,0.00005777839,0.000009024811,0.000046690326,0.000029810562,0.000020377764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889195,0.000044962257,0.00041655713,0.0002282116,0.00019551844,0.0002228179],"domain_scores_gemma":[0.9995449,0.00011715415,0.00007413467,0.0001687368,0.000038504557,0.00005653807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012864555,0.00018940464,0.00035189049,0.00049205753,0.00008372699,0.00006698049,0.00013217259,0.00012640827,0.00005711436],"category_scores_gemma":[0.00004736802,0.00017523233,0.000069881324,0.00064396363,0.000031485004,0.00016388769,0.00007451075,0.00026568977,0.000002147182],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021514661,0.000005017202,0.011388155,0.00006823741,0.000051611063,0.000013393496,0.0016780843,0.9474246,0.03667044,0.00028771127,0.00004200072,0.0023492211],"study_design_scores_gemma":[0.00045062648,0.00002631359,0.17188948,0.0000525928,0.00010182999,0.000008653941,0.0001288835,0.8224258,0.003477507,0.0012093473,0.000015804555,0.000213199],"about_ca_topic_score_codex":0.00004805305,"about_ca_topic_score_gemma":0.000093826275,"teacher_disagreement_score":0.16050133,"about_ca_system_score_codex":0.00003644507,"about_ca_system_score_gemma":0.000012829497,"threshold_uncertainty_score":0.71457666},"labels":[],"label_agreement":null},{"id":"W4384700420","doi":"10.1016/j.compstruct.2023.117371","title":"Thermo-electro-mechanical shape morphing of structures using smart piezoelectric laminates","year":2023,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Morphing; Materials science; Piezoelectricity; Nonlinear system; Stiffness; Controllability; Composite laminates; Smart material; Displacement (psychology); Displacement field; Finite element method; Composite material; Deformation (meteorology); Plate theory; Work (physics); Compliant mechanism; Structural engineering; Mechanical engineering; Composite number; Computer science; Engineering; Physics; Mathematics","score_opus":0.011018449917482683,"score_gpt":0.23153064978587615,"score_spread":0.22051219986839346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384700420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98509854,0.0010978088,0.0120158475,0.000014371657,0.00046196816,0.00018657342,0.000022198887,0.0005187392,0.00058392825],"genre_scores_gemma":[0.99456483,0.00012098799,0.004837083,0.00003318581,0.00022983756,0.000003870777,0.00011444715,0.00008093266,0.000014826975],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981732,0.00006762881,0.0005007358,0.0003115531,0.00036925645,0.0005776196],"domain_scores_gemma":[0.999177,0.00010959049,0.0001238852,0.0003764177,0.000097927754,0.000115175324],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012717162,0.0003790693,0.00052049936,0.00060414016,0.00018285074,0.000083274244,0.00037470713,0.00017922863,0.00015382335],"category_scores_gemma":[0.000024886493,0.0003449458,0.0002198095,0.0015445284,0.000054201428,0.00018356256,0.00010107024,0.00031512347,0.0000046246687],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002742063,0.00000781105,0.0015261497,0.00011308496,0.00029988887,0.0000086066075,0.00031618567,0.2673748,0.70918626,0.0038996064,0.0004167052,0.016823493],"study_design_scores_gemma":[0.0002871063,0.00004994804,0.01914794,0.000029371704,0.00016762814,0.00004416923,0.000034749402,0.83154225,0.1411717,0.0068860766,0.000197593,0.00044149105],"about_ca_topic_score_codex":0.00003515865,"about_ca_topic_score_gemma":0.000005075935,"teacher_disagreement_score":0.56801456,"about_ca_system_score_codex":0.000094501476,"about_ca_system_score_gemma":0.000019828776,"threshold_uncertainty_score":0.9999003},"labels":[],"label_agreement":null},{"id":"W4385890496","doi":"","title":"Deformation analysis of functionally graded beams by the direct approach","year":2012,"lang":"en","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"FP7 Research Potential of Convergence Regions; Deutsche Forschungsgemeinschaft; Alexander von Humboldt-Stiftung","keywords":"Deformation (meteorology); Structural engineering; Materials science; Geometry; Mathematics; Composite material; Engineering","score_opus":0.005639962722785587,"score_gpt":0.17814002237101587,"score_spread":0.1725000596482303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385890496","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22676517,0.0014566319,0.7024737,0.00038636752,0.000092787246,0.00016961884,0.00003505564,0.00016846975,0.0684522],"genre_scores_gemma":[0.9916424,0.00011005465,0.0068625174,0.000021855703,0.000011277736,0.000013822441,0.000770466,0.000013752965,0.0005538274],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984999,0.00064667803,0.00030389492,0.00012970489,0.00024894945,0.0001709298],"domain_scores_gemma":[0.99851364,0.00030765933,0.00013181793,0.0005704625,0.00041251662,0.0000638796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015596879,0.00012331072,0.00020388182,0.00018297145,0.00016031739,0.00006539973,0.00027515012,0.000060307277,0.00008763149],"category_scores_gemma":[0.00009373185,0.00009789731,0.00017590994,0.0012560837,0.000055397,0.00021856221,0.000050842867,0.0001072942,0.000003871344],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033257125,0.0013537697,0.08689062,0.00025649546,0.007502753,2.2544207e-7,0.0483488,0.5857792,0.051884912,0.105226584,0.011111984,0.10161138],"study_design_scores_gemma":[0.00023945875,2.3471593e-7,0.04531168,0.000035040164,0.0008959553,0.0000024681706,0.00018586776,0.90849304,0.038251605,0.000095664436,0.006229091,0.00025987648],"about_ca_topic_score_codex":0.00014426438,"about_ca_topic_score_gemma":0.000108723805,"teacher_disagreement_score":0.76487726,"about_ca_system_score_codex":0.000051117247,"about_ca_system_score_gemma":0.000009709834,"threshold_uncertainty_score":0.39921364},"labels":[],"label_agreement":null},{"id":"W4385896552","doi":"10.1080/15397734.2023.2242487","title":"Nonlinear dynamic response and vibration of spiral stiffened FG toroidal shell segments with variable thickness","year":2023,"lang":"en","type":"article","venue":"Mechanics Based Design of Structures and Machines","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Galerkin method; Shell (structure); Toroid; Vibration; Spiral (railway); Discretization; Natural frequency; Materials science; Structural engineering; Mechanics; Physics; Mathematics; Acoustics; Mathematical analysis; Engineering; Composite material","score_opus":0.005295569007674365,"score_gpt":0.20235269142149634,"score_spread":0.19705712241382198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385896552","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39353877,0.00013161122,0.6059952,0.000016855187,0.000060550057,0.00014742359,0.00004839689,0.000056277528,0.000004916853],"genre_scores_gemma":[0.9292532,0.000056880555,0.07054584,0.000019748104,0.000013928014,0.0000036342924,0.000070995775,0.00002463283,0.000011096586],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992686,0.0000622163,0.00021769674,0.00016659043,0.00016315834,0.00012176371],"domain_scores_gemma":[0.999574,0.00009767959,0.00007552772,0.0001435237,0.000067635316,0.00004160792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002046464,0.0001646521,0.00024881077,0.00017986364,0.00004924009,0.000027050077,0.00006837312,0.000077715464,0.000016703214],"category_scores_gemma":[0.000018804258,0.00012840895,0.00002423762,0.00030710292,0.000018434872,0.0000842431,0.000024726849,0.00006883834,8.825968e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005084838,0.000005347476,0.00006690977,0.00014528361,0.00005721701,0.0000018355423,0.00008726713,0.63665354,0.35989323,0.00032436434,0.000010013274,0.0022465368],"study_design_scores_gemma":[0.00058314647,0.00019960277,0.0016231225,0.00003202268,0.000083429666,0.000004376809,0.00001994332,0.97936434,0.015986418,0.0019608652,0.000008149745,0.0001345813],"about_ca_topic_score_codex":0.000028192739,"about_ca_topic_score_gemma":0.000015949176,"teacher_disagreement_score":0.53571445,"about_ca_system_score_codex":0.00001280216,"about_ca_system_score_gemma":0.000024778425,"threshold_uncertainty_score":0.5236365},"labels":[],"label_agreement":null},{"id":"W4386169445","doi":"10.1007/s00707-023-03692-2","title":"Thermodynamic response analysis of functionally graded doubly-curved panels with varying circumferential size using meshfree method","year":2023,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Education and Child Care","funders":"National Natural Science Foundation of China","keywords":"Boundary value problem; Finite element method; Material properties; Solid mechanics; Vibration; Interpolation (computer graphics); Mechanics; Mathematics; Materials science; Geometry; Mathematical analysis; Structural engineering; Physics; Classical mechanics","score_opus":0.017518360265647296,"score_gpt":0.25152595800119065,"score_spread":0.23400759773554336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386169445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6664072,0.000015130059,0.3330107,0.00003582318,0.00010551457,0.00009740927,0.000019267887,0.00020272245,0.00010619926],"genre_scores_gemma":[0.99096495,0.000015713384,0.008809174,0.000012504666,0.00003308876,0.0000071232093,0.000084266554,0.00004423659,0.000028942302],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986098,0.00017567158,0.00035651735,0.00028787556,0.00033104778,0.00023912959],"domain_scores_gemma":[0.9988509,0.00043032796,0.00011991679,0.00043136784,0.00010639875,0.00006107743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004930113,0.00020322175,0.00046780883,0.0005939873,0.00009027573,0.00004203757,0.0002093113,0.00009766283,0.00031748333],"category_scores_gemma":[0.000057513145,0.00018028445,0.00024838682,0.0029721127,0.000009983743,0.00013537609,0.000052662846,0.0001287257,0.0000020555358],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018822502,0.0000069356192,0.00004006396,0.000011045268,0.0019469952,0.0000031483376,0.00013223043,0.42639408,0.57090527,0.000081895705,0.000005465926,0.0002846328],"study_design_scores_gemma":[0.0003988278,0.000037550664,0.007994348,0.000016821588,0.0024280385,0.0000037914042,0.000035773082,0.9720352,0.016566172,0.00025142723,0.000014010327,0.00021798373],"about_ca_topic_score_codex":0.000057652767,"about_ca_topic_score_gemma":0.00005376796,"teacher_disagreement_score":0.5543391,"about_ca_system_score_codex":0.00007982289,"about_ca_system_score_gemma":0.000035639423,"threshold_uncertainty_score":0.73517865},"labels":[],"label_agreement":null},{"id":"W4386303210","doi":"10.18280/mmep.100410","title":"A Variational Formulation for Coupled Single-Walled Carbon Nanotubes Undergoing Vibrations in the Presence of an Axial Magnetic Field","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Inyuvesi Yakwazulu-Natali; National Research Foundation","keywords":"Carbon nanotube; Vibration; Magnetic field; Field (mathematics); Materials science; Carbon fibers; Physics; Nanotechnology; Classical mechanics; Composite material; Quantum mechanics; Mathematics","score_opus":0.016267669937497883,"score_gpt":0.20569133738749082,"score_spread":0.18942366744999295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386303210","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25103405,0.00004391083,0.7485109,0.000051782634,0.000029106564,0.0001970006,0.00000138515,0.0000740116,0.000057860703],"genre_scores_gemma":[0.96948314,0.00002251761,0.03036665,0.000003578198,0.000031241,0.000050496226,0.00002310168,0.000014275599,0.0000050117387],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994,0.000008437183,0.000252698,0.00009770531,0.000113495225,0.00012767308],"domain_scores_gemma":[0.999275,0.0005611448,0.000019370727,0.00009780881,0.000025733983,0.000020920545],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019046551,0.00008952072,0.00013432323,0.00011253881,0.000035764504,0.00004280377,0.000065024426,0.00005328509,0.0000027849867],"category_scores_gemma":[0.000059011065,0.00007358296,0.00003036335,0.0002371033,0.0000042845336,0.00008192329,0.0000086286445,0.00006022202,1.8792738e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003210305,0.000012850097,0.0000059677627,0.00027513676,0.000009635816,1.4896608e-7,0.0011275851,0.985624,0.003526244,0.009284711,0.000001343879,0.00012915418],"study_design_scores_gemma":[0.0001828018,0.00006885953,0.00002466465,0.00007760576,0.000022606047,0.0000014131072,0.000031508498,0.9864043,0.00023581673,0.012863931,0.0000046141204,0.000081891434],"about_ca_topic_score_codex":0.000009232386,"about_ca_topic_score_gemma":0.000010905638,"teacher_disagreement_score":0.71844906,"about_ca_system_score_codex":0.000011835538,"about_ca_system_score_gemma":0.0000051388333,"threshold_uncertainty_score":0.3000626},"labels":[],"label_agreement":null},{"id":"W4386444707","doi":"10.1007/s00707-023-03694-0","title":"Nonlinear thermal postbuckling of functionally graded graphene-reinforced composite laminated plates with circular or elliptical delamination","year":2023,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Alberta Innovates","keywords":"Materials science; Delamination (geology); Buckling; Graphene; Plate theory; Composite material; Ritz method; Nonlinear system; Boundary value problem; Solid mechanics; Composite number; Deflection (physics); Mechanics; Classical mechanics; Mathematical analysis; Mathematics; Physics","score_opus":0.007276628361687268,"score_gpt":0.19652437124404898,"score_spread":0.1892477428823617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386444707","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97051907,0.000022353104,0.028473504,0.00006739768,0.00010679228,0.00016638402,0.00001211401,0.00035007775,0.00028231222],"genre_scores_gemma":[0.9958643,0.00005143756,0.0034540887,0.000019061423,0.000047765054,0.000007873515,0.0004104007,0.000040750794,0.00010432646],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898374,0.000022867069,0.00030924202,0.00018445827,0.0002865447,0.0002131218],"domain_scores_gemma":[0.9994255,0.00009138553,0.000071515664,0.00021083516,0.00014452764,0.00005624481],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010701485,0.00017895138,0.0002446882,0.00025117522,0.000079497,0.000032173084,0.00014444067,0.000104282444,0.00014729105],"category_scores_gemma":[0.000016857242,0.00014151714,0.00008793493,0.0009320898,0.000020482936,0.0001531302,0.000029518676,0.0001296207,0.00000858965],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011335382,0.000012820681,0.000057972884,0.00006008944,0.00029300892,0.000013595053,0.0001523324,0.33158737,0.666109,0.0008831158,0.000030846924,0.0006864652],"study_design_scores_gemma":[0.0004946476,0.00013910867,0.0014675616,0.00004498551,0.00015396475,0.00001199979,0.00004992809,0.9109814,0.086259134,0.000068294445,0.0001223499,0.00020663245],"about_ca_topic_score_codex":0.000008477242,"about_ca_topic_score_gemma":0.000011690648,"teacher_disagreement_score":0.5798499,"about_ca_system_score_codex":0.000032220247,"about_ca_system_score_gemma":0.000020028214,"threshold_uncertainty_score":0.57709014},"labels":[],"label_agreement":null},{"id":"W4386575493","doi":"10.1016/j.finmec.2023.100235","title":"Time-dependent creep analysis of ultra-high-temperature functionally graded rotating disks of variable thickness","year":2023,"lang":"en","type":"article","venue":"Forces in Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Creep; Materials science; Displacement (psychology); Stress (linguistics); Mechanics; Radial stress; Cylinder stress; Functionally graded material; Material properties; Composite material; Structural engineering; Deformation (meteorology); Physics; Ultimate tensile strength; Engineering","score_opus":0.004511324948200077,"score_gpt":0.20152562969253746,"score_spread":0.19701430474433737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386575493","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9333888,0.00011281917,0.06521844,0.000012339355,0.0003299448,0.00016951507,0.00009520597,0.00014073061,0.00053217623],"genre_scores_gemma":[0.99685854,0.00006513677,0.0024124638,0.000007441369,0.000027235597,0.000008411059,0.0005020062,0.0000200588,0.000098728044],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99894637,0.000035015175,0.00040817095,0.00016835475,0.00028701875,0.00015506806],"domain_scores_gemma":[0.99945456,0.00009624364,0.000102721366,0.0002172838,0.00010252006,0.000026665573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002919782,0.00012973683,0.00039531203,0.0005469866,0.000037461148,0.0000163833,0.0001606333,0.00011991467,0.0002715555],"category_scores_gemma":[0.000039151106,0.00012445863,0.00012780704,0.0028184527,0.000008367739,0.00009089789,0.000026290665,0.00014369984,0.0000023529587],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008574882,0.000008346385,0.00020024081,0.000060894905,0.000516342,9.876635e-7,0.00026784,0.9060964,0.08831619,0.0043537435,0.000027377902,0.00014307392],"study_design_scores_gemma":[0.00017630764,0.000023176532,0.0004186028,0.000034044362,0.0005171708,5.4802706e-7,0.00019810948,0.9794917,0.017449142,0.0015573681,0.0000072693756,0.000126532],"about_ca_topic_score_codex":0.000052029023,"about_ca_topic_score_gemma":0.00016021499,"teacher_disagreement_score":0.07339534,"about_ca_system_score_codex":0.00003111586,"about_ca_system_score_gemma":0.000012296077,"threshold_uncertainty_score":0.50752753},"labels":[],"label_agreement":null},{"id":"W4386689710","doi":"10.4028/p-r5wvly","title":"Analytical Modeling of Shrink-Fitted FGM Thick-Walled Cylinder","year":2023,"lang":"en","type":"article","venue":"International journal of engineering research in Africa","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Elasticity (physics); Residual stress; Rotational symmetry; Materials science; Mechanics; Linear elasticity; Functionally graded material; Cylinder; Interference fit; Plane stress; Structural engineering; Material properties; Composite material; Finite element method; Geometry; Mathematics; Engineering; Physics","score_opus":0.06280954718491655,"score_gpt":0.33794176744174564,"score_spread":0.2751322202568291,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386689710","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87490904,0.0008394228,0.115945965,0.001153333,0.001352002,0.00017429754,0.000013264806,0.00014826853,0.0054644174],"genre_scores_gemma":[0.9977569,0.00027360176,0.0017012216,0.0000023804673,0.00020715214,0.000002040051,0.0000054348584,0.000022201692,0.00002909209],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980401,0.00003321745,0.0005789838,0.00009732329,0.0009823394,0.00026805932],"domain_scores_gemma":[0.99882907,0.00024768303,0.000046888996,0.00011590168,0.00067573885,0.00008470733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010803567,0.00009951637,0.0002343564,0.0019513739,0.00001546165,0.000048335307,0.00045686873,0.00007416746,0.000048807196],"category_scores_gemma":[0.0002605477,0.00009268336,0.0001233704,0.0011471389,0.000018850258,0.00014925963,0.00007742019,0.00055302616,0.000005675229],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025900526,0.000016898899,0.0002955235,0.000021206683,0.00018360694,0.00007850141,0.000288147,0.9949897,0.0025774841,0.0006007594,0.00022133302,0.0007009577],"study_design_scores_gemma":[0.00034136916,0.000026703668,0.0007804965,0.00013546481,0.000008660486,0.000013060772,0.0000633175,0.997409,0.00026722866,0.00040965414,0.0004686811,0.00007639853],"about_ca_topic_score_codex":0.000009600649,"about_ca_topic_score_gemma":0.0000029857324,"teacher_disagreement_score":0.12284785,"about_ca_system_score_codex":0.00018529141,"about_ca_system_score_gemma":0.000042609587,"threshold_uncertainty_score":0.37795177},"labels":[],"label_agreement":null},{"id":"W4387344389","doi":"10.3390/aerospace10100867","title":"Experimental and Numerical Modal Analysis of a Composite Rocket Structure","year":2023,"lang":"en","type":"article","venue":"Aerospace","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Rocket (weapon); Modal analysis; Numerical analysis; Stiffness; Structural engineering; Modal; Hammer; Computer simulation; Experimental data; Computer science; Engineering; Aerospace engineering; Mathematics; Materials science; Simulation","score_opus":0.004116673227902326,"score_gpt":0.21754043797921743,"score_spread":0.2134237647513151,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387344389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98976624,0.00025899374,0.009531765,0.00003069178,0.000045131696,0.000039112165,0.000025771558,0.00013628647,0.00016602306],"genre_scores_gemma":[0.99868184,0.000013218028,0.001132411,0.000011599243,0.00001709327,0.000001529907,0.000093874754,0.000012267255,0.0000361458],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99951077,0.0000102101185,0.00012283401,0.0001256052,0.000116383744,0.00011418672],"domain_scores_gemma":[0.99975985,0.000019269217,0.000024303947,0.00013279916,0.00001812358,0.000045640885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000019311603,0.00009918874,0.000242126,0.00019193138,0.000035640613,0.00002122115,0.00005670171,0.000043434826,0.000069408634],"category_scores_gemma":[0.000001963543,0.00009352862,0.00007848982,0.001250552,0.000017064054,0.000051731084,0.000034278568,0.00005370681,0.0000017828507],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006536392,0.000005208701,0.011653121,0.000009636105,0.0006619466,0.0000019918573,0.0007199132,0.6752158,0.31080988,0.00007102253,0.00037905746,0.00046591435],"study_design_scores_gemma":[0.00012836745,0.000015447125,0.059749156,0.0000030782978,0.00033009404,0.0000012163944,0.00009652236,0.8791775,0.06028905,0.000014554548,0.00008199034,0.00011302822],"about_ca_topic_score_codex":0.000030188305,"about_ca_topic_score_gemma":0.000011211245,"teacher_disagreement_score":0.25052083,"about_ca_system_score_codex":0.000020650778,"about_ca_system_score_gemma":0.0000020183431,"threshold_uncertainty_score":0.38139865},"labels":[],"label_agreement":null},{"id":"W4388203150","doi":"10.18280/mmep.100513","title":"Free Vibration Analysis of Non-Prismatic Beam under Clamped and Simply Supported Boundary Conditions","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Beam (structure); Structural engineering; Boundary (topology); Boundary value problem; Materials science; Mathematics; Physics; Mathematical analysis; Acoustics; Engineering","score_opus":0.010817342804703497,"score_gpt":0.21130887498363338,"score_spread":0.20049153217892987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388203150","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4021303,0.0000436038,0.59748596,0.000023138335,0.000017079656,0.0000768235,0.000014117202,0.00015680886,0.000052176758],"genre_scores_gemma":[0.9902258,0.00011291335,0.009432716,0.0000066987177,0.000012600331,0.000016853488,0.00014356968,0.000027070799,0.000021810663],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991684,0.000005356601,0.00037077983,0.00014938839,0.00013411886,0.00017193906],"domain_scores_gemma":[0.99955,0.00011083984,0.00003603574,0.00019767016,0.000032752247,0.000072696406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013566468,0.00015051613,0.00035277204,0.0004358163,0.00008620989,0.000054004486,0.000062847605,0.000078586054,0.000022362805],"category_scores_gemma":[0.000010886538,0.00014395277,0.000073900366,0.0008214905,0.000025741407,0.000099618235,0.00004034478,0.00009823541,0.0000014447597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[7.328767e-7,0.0000069398575,0.00003119518,0.00038619598,0.00041610008,4.551781e-7,0.0006740248,0.99396634,0.003396125,0.0010643952,0.000023575974,0.000033908316],"study_design_scores_gemma":[0.00013142987,0.00001312084,0.0006501561,0.0000612186,0.000593209,0.0000015851597,0.00003407268,0.9901445,0.00027856752,0.007932159,0.000013150727,0.000146844],"about_ca_topic_score_codex":0.0000055799446,"about_ca_topic_score_gemma":0.00000395715,"teacher_disagreement_score":0.5880954,"about_ca_system_score_codex":0.0000142739445,"about_ca_system_score_gemma":0.000004567444,"threshold_uncertainty_score":0.58702236},"labels":[],"label_agreement":null},{"id":"W4388233789","doi":"10.1007/s11071-023-08963-0","title":"Nonlinear free vibration analysis of doubly curved shells","year":2023,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Natural Sciences and Engineering Research Council of Canada; Fundação de Amparo à Pesquisa do Estado de Goiás; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Nonlinear system; Floquet theory; Mathematical analysis; Mathematics; Vibration; Equations of motion; Normal mode; Amplitude; Geometry; Classical mechanics; Physics","score_opus":0.006316842437889036,"score_gpt":0.22009448356149644,"score_spread":0.2137776411236074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388233789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8366394,0.00005973072,0.15957999,0.00011219541,0.0003104669,0.00014987719,0.0004142022,0.0005344296,0.002199682],"genre_scores_gemma":[0.9390481,0.00033846995,0.05321602,0.000043537464,0.00024685657,0.000006116775,0.006782459,0.000079555066,0.00023886016],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990104,0.000019012863,0.0003820136,0.00017862319,0.00023268895,0.00017725943],"domain_scores_gemma":[0.9992455,0.000050688206,0.00007021455,0.00046586475,0.000117023934,0.00005065454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012910055,0.00015019419,0.00034319598,0.0006812264,0.000041647756,0.00003486529,0.00022066227,0.000107800464,0.00010281803],"category_scores_gemma":[0.000025749545,0.00015213873,0.0002350212,0.0032887438,0.000017238508,0.00011110541,0.000052636045,0.0001125438,0.000020333628],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000058062997,0.000014299345,0.002101919,0.000023413142,0.00064779737,0.0000017133145,0.000093842245,0.9925923,0.0019886368,0.00011864941,0.00010842542,0.0023032373],"study_design_scores_gemma":[0.00018408881,0.000015108572,0.00537155,0.000005348297,0.0006292315,2.8412862e-7,0.00002692243,0.99245054,0.0008532307,0.000044510867,0.00027268234,0.00014649733],"about_ca_topic_score_codex":0.00003733095,"about_ca_topic_score_gemma":0.0009104512,"teacher_disagreement_score":0.10636397,"about_ca_system_score_codex":0.00006485555,"about_ca_system_score_gemma":0.000014206356,"threshold_uncertainty_score":0.62040377},"labels":[],"label_agreement":null},{"id":"W4388627318","doi":"10.1007/s00707-023-03774-1","title":"A nonlinear electromechanical model for partially debonded thin-sheet piezoelectric actuators","year":2023,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Actuator; Materials science; Piezoelectricity; Nonlinear system; Solid mechanics; Bending moment; Mechanics; Acoustics; Structural engineering; Composite material; Physics; Engineering; Electrical engineering","score_opus":0.011588978621689658,"score_gpt":0.22885261409004423,"score_spread":0.2172636354683546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388627318","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02742144,0.00003747155,0.97030836,0.00035358692,0.00020446078,0.0003781179,0.00002490342,0.0010450593,0.00022661274],"genre_scores_gemma":[0.98221767,0.00016164346,0.016825575,0.00010940819,0.00018486,0.00007566604,0.00018268012,0.000080700884,0.0001617839],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99861425,0.000018246883,0.00032273994,0.0003133064,0.00022173335,0.0005097145],"domain_scores_gemma":[0.99931633,0.00009359156,0.000046902966,0.00035271695,0.00007114826,0.0001193103],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002034575,0.00023069512,0.00030586927,0.00023735675,0.000118761,0.00006377341,0.0002836135,0.00016553742,0.00005358761],"category_scores_gemma":[0.00006850845,0.00022367683,0.00020476595,0.00090237753,0.0000051170528,0.00012895759,0.000046687866,0.00018028995,0.00002800442],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015265237,0.00006450681,0.0000043176465,0.000108345244,0.0006573772,0.000009356528,0.00045413946,0.6471668,0.2526475,0.013989649,0.016653262,0.06809209],"study_design_scores_gemma":[0.0003182192,0.000089599765,0.0000013086487,0.000006392473,0.00010829773,0.000002720303,0.000006134357,0.97913146,0.01250738,0.0063018356,0.0012731303,0.00025352865],"about_ca_topic_score_codex":0.000003309,"about_ca_topic_score_gemma":0.0000710819,"teacher_disagreement_score":0.95479625,"about_ca_system_score_codex":0.00008175998,"about_ca_system_score_gemma":0.00004991441,"threshold_uncertainty_score":0.9121276},"labels":[],"label_agreement":null},{"id":"W4388640000","doi":"10.1016/j.tws.2023.111370","title":"Nonlinear two-dimensional transient thermoelastic analysis of functionally graded composite plates subjected to localised cooling loads","year":2023,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermoelastic damping; Materials science; Thermal conduction; Finite element method; Nonlinear system; Boundary value problem; Mechanics; Transient (computer programming); Thermal; Material properties; Structural engineering; Heat equation; Quadrature (astronomy); Mechanical load; Transient response; von Mises yield criterion; Composite material; Physics; Mathematical analysis; Mathematics; Thermodynamics; Engineering; Computer science","score_opus":0.00735946839964139,"score_gpt":0.22335331747112702,"score_spread":0.21599384907148564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388640000","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9890002,0.00014337746,0.009529472,0.00005926474,0.00032698677,0.00022286552,0.00010761457,0.00045197204,0.0001582386],"genre_scores_gemma":[0.99559546,0.0000120537725,0.0031077473,0.000098977354,0.00010166013,0.000007863027,0.0009924049,0.00004814863,0.000035715133],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980415,0.00006490114,0.00061647536,0.00037078143,0.0005540528,0.0003522859],"domain_scores_gemma":[0.9989663,0.00022078413,0.00009510354,0.00034013414,0.00021997148,0.00015772744],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00013981963,0.00034435355,0.0006977426,0.0011639503,0.0001472354,0.000054941567,0.0002485781,0.000120778735,0.00041184243],"category_scores_gemma":[0.0000272313,0.00030178178,0.00035686136,0.0032923494,0.000047745998,0.00007581149,0.000048190203,0.0002459228,0.000014414746],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017642419,0.000012005057,0.00023876064,0.00002861216,0.0021108822,0.00000933032,0.000900126,0.8618989,0.13413928,0.00011568378,0.00016530816,0.00020466099],"study_design_scores_gemma":[0.0007365299,0.000048504222,0.058347214,0.000024584764,0.0014458337,0.000004618027,0.00005164395,0.92601633,0.012630898,0.00030803666,0.000045164903,0.0003406587],"about_ca_topic_score_codex":0.0000908642,"about_ca_topic_score_gemma":0.00024175434,"teacher_disagreement_score":0.12150838,"about_ca_system_score_codex":0.00006966464,"about_ca_system_score_gemma":0.000031459476,"threshold_uncertainty_score":0.99994344},"labels":[],"label_agreement":null},{"id":"W4389130105","doi":"10.32920/19224471.v2","title":"On the Free Vibration and the Buckling Analysis of Laminated Composite Beams Subjected to Axial Force and End Moment: A Dynamic Finite Element Analysis","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Bending moment; Vibration; Galerkin method; Discretization; Structural engineering; Finite strip method; Mathematical analysis; Mathematics; Method of mean weighted residuals; Natural frequency; Eigenvalues and eigenvectors; Mixed finite element method; Engineering; Physics","score_opus":0.0051285144832125245,"score_gpt":0.20853104977473855,"score_spread":0.20340253529152602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389130105","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45175382,0.000110350134,0.5465486,0.00057111983,0.000073909934,0.0004994582,0.00015932898,0.00010495142,0.00017848377],"genre_scores_gemma":[0.9966815,0.00028348167,0.0015664609,0.00007408044,0.000021297094,0.000054237116,0.0011427205,0.0000286002,0.00014761333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99826914,0.00013192667,0.0006125894,0.00042950513,0.000362327,0.00019450141],"domain_scores_gemma":[0.99830234,0.0005967817,0.00018802135,0.000731657,0.00012476591,0.000056422832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045944523,0.00032507698,0.0007944369,0.0013115214,0.00015276104,0.00021101325,0.0003008977,0.00013343638,0.000089735666],"category_scores_gemma":[0.00004970512,0.0002041773,0.00035951423,0.0030340673,0.000060314866,0.000039630315,0.00040418288,0.000272606,7.1223593e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005583365,0.000007628399,0.0005034255,0.00003745553,0.011724114,5.832633e-7,0.00096174475,0.9844427,0.0007284894,0.0011285585,0.000015875536,0.00039356315],"study_design_scores_gemma":[0.0003467929,0.000021517832,0.02351468,0.000027013191,0.01165377,1.1842339e-7,0.00009746972,0.9628414,0.0004242326,0.00086432573,0.0000040136542,0.00020465994],"about_ca_topic_score_codex":0.0005133734,"about_ca_topic_score_gemma":0.0039949883,"teacher_disagreement_score":0.54498214,"about_ca_system_score_codex":0.00008326747,"about_ca_system_score_gemma":0.000008516551,"threshold_uncertainty_score":0.83261085},"labels":[],"label_agreement":null},{"id":"W4389886080","doi":"10.1016/j.ijnonlinmec.2023.104619","title":"A unified buckling formulation for linear and nonlinear analysis of laminated plates using penalty based <mml:math xmlns:mml=\"http://www.w3.org/1998/Math/MathML\" altimg=\"si4.svg\" display=\"inline\" id=\"d1e7821\"><mml:msup><mml:mrow><mml:mi>C</mml:mi></mml:mrow><mml:mrow><mml:mn>0</mml:mn></mml:mrow></mml:msup></mml:math> FEM-HSDT model","year":2023,"lang":"lv","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Scalable Vector Graphics; Nonlinear system; Mathematics; Applied mathematics; Algorithm; Computer science; Physics; World Wide Web","score_opus":0.019678877602136782,"score_gpt":0.2627443780029689,"score_spread":0.24306550040083214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389886080","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8589801,0.00029912795,0.13224354,0.00034614076,0.0013239895,0.000038220576,0.00056960474,0.00007643528,0.006122851],"genre_scores_gemma":[0.9695914,0.00058768893,0.02583196,0.00026210657,0.0011646654,0.000051964824,0.002175888,0.00027797386,0.00005637426],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99520046,0.0001112553,0.0016630474,0.00066029973,0.0015894177,0.00077551685],"domain_scores_gemma":[0.9959053,0.000793559,0.0017644851,0.0006472238,0.0005398397,0.00034959003],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0012180787,0.0004624371,0.0003456118,0.00097137917,0.00048493565,0.00052834227,0.0009025794,0.0009094649,0.013991563],"category_scores_gemma":[0.0007470792,0.0007577581,0.0012687871,0.0011568996,0.00014146593,0.000866177,0.00051153434,0.0008096474,0.000052261046],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010571898,0.00012680348,0.000007738466,0.00048378462,0.0037006056,0.00034450696,0.0008856212,0.7568917,0.009075053,0.22431113,0.00223681,0.0008790247],"study_design_scores_gemma":[0.0010697824,0.00037961247,0.000019631303,0.00046953,0.0020105503,0.00021834276,0.00033560375,0.67835766,0.3164982,0.0000449947,0.00018279564,0.00041333583],"about_ca_topic_score_codex":0.00032187,"about_ca_topic_score_gemma":0.00041710993,"teacher_disagreement_score":0.3074231,"about_ca_system_score_codex":0.000027633292,"about_ca_system_score_gemma":0.0006194152,"threshold_uncertainty_score":0.99948734},"labels":[],"label_agreement":null},{"id":"W4390024625","doi":"10.1016/j.tws.2023.111517","title":"Effects of functionally graded graphene reinforcements on nonlinear post-local buckling and axial stiffness of laminated channel section struts","year":2023,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Alberta Innovates","keywords":"Buckling; Structural engineering; Materials science; Stiffness; Finite element method; Nonlinear system; Graphene; Composite number; Parametric statistics; Compression (physics); Composite material; Engineering; Mathematics","score_opus":0.0038384519635388044,"score_gpt":0.195366020030774,"score_spread":0.1915275680672352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390024625","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949936,0.00008588999,0.003567081,0.000011460444,0.0006559573,0.00024258015,0.000022875838,0.00018585933,0.00023469435],"genre_scores_gemma":[0.999259,0.000052240503,0.00022939096,0.000024252126,0.00012753981,0.000005954903,0.00024588985,0.00003170723,0.000024039233],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988331,0.000037720187,0.0003763278,0.00021483075,0.00034158412,0.00019643035],"domain_scores_gemma":[0.9993921,0.00011316409,0.00011928509,0.00016232781,0.00015526617,0.000057845926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008487535,0.00023137384,0.00036047853,0.00037018824,0.00010042504,0.00002124894,0.00010713228,0.00014801743,0.000021507636],"category_scores_gemma":[0.000030757947,0.00020753576,0.00010111112,0.0005093815,0.00006745329,0.00009386297,0.000041563002,0.00018242755,7.3290977e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002770226,0.000012613068,0.000021469463,0.00045220557,0.000368631,0.0000050694166,0.0009657473,0.87570995,0.11684316,0.002101525,0.000036595164,0.0032059911],"study_design_scores_gemma":[0.0027194137,0.00035371626,0.06908013,0.00016164254,0.00029933907,0.000008294433,0.00025988944,0.7685634,0.15292501,0.005138208,0.000032278145,0.0004587183],"about_ca_topic_score_codex":0.00009197241,"about_ca_topic_score_gemma":0.000041992636,"teacher_disagreement_score":0.107146606,"about_ca_system_score_codex":0.000030831612,"about_ca_system_score_gemma":0.0000116289375,"threshold_uncertainty_score":0.84630626},"labels":[],"label_agreement":null},{"id":"W4390563203","doi":"10.1177/07316844231225079","title":"Nonlinear torsional vibration and dynamic post-buckling responses of spiral stiffened functionally graded porous cylindrical shells","year":2024,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Galerkin method; Viscoelasticity; Vibration; Buckling; Shell (structure); Stiffness; Structural engineering; Discretization; Materials science; Material properties; Mechanics; Mathematical analysis; Composite material; Physics; Mathematics; Engineering; Acoustics","score_opus":0.003725364114187106,"score_gpt":0.19931333989097968,"score_spread":0.19558797577679257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390563203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9266735,0.0014771072,0.071375005,0.000059236914,0.00029795527,0.00004071275,0.000021388625,0.000021221344,0.000033884353],"genre_scores_gemma":[0.987222,0.00026774377,0.012283503,0.000020591102,0.00012017477,2.7110113e-7,0.000036739973,0.000013660655,0.00003530526],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991107,0.00001623452,0.00046479274,0.000086937536,0.00022637533,0.00009493953],"domain_scores_gemma":[0.9993158,0.00028152278,0.00010084569,0.000050143364,0.00017698498,0.00007468776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009932057,0.00013111712,0.00024147089,0.00028713368,0.000055943823,0.000107622094,0.000054552806,0.00007176117,0.000020361527],"category_scores_gemma":[0.000037638394,0.00010635833,0.00007923495,0.00015362777,0.000033410062,0.00018612485,0.000022807479,0.00017851693,4.83467e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027063096,0.000009103369,0.0003360981,0.00014518609,0.00025998717,0.000027400614,0.00016894746,0.6610492,0.33518428,0.00063211966,0.00004662776,0.0018704631],"study_design_scores_gemma":[0.00029969047,0.00038117878,0.004925273,0.00015580418,0.0001725416,0.00016024387,0.00003430434,0.9848803,0.008700108,0.00006985367,0.000096728174,0.00012396982],"about_ca_topic_score_codex":0.0000020687987,"about_ca_topic_score_gemma":0.000002119958,"teacher_disagreement_score":0.32648417,"about_ca_system_score_codex":0.000027694414,"about_ca_system_score_gemma":0.000038230286,"threshold_uncertainty_score":0.4337167},"labels":[],"label_agreement":null},{"id":"W4390974757","doi":"10.1177/10775463231226344","title":"Sub-harmonic and super-harmonic resonances of spiral stiffened FG cylindrical panels of variable thickness embedded within a nonlinear elastic foundation","year":2024,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; Wuhan Polytechnic University; University of Regina","keywords":"Nonlinear system; Harmonic; Galerkin method; Spiral (railway); Shell (structure); Stiffness; Discretization; Structural engineering; Resonance (particle physics); Mathematical analysis; Physics; Mathematics; Geometry; Materials science; Engineering; Acoustics; Composite material","score_opus":0.006391521194249219,"score_gpt":0.2168462050991543,"score_spread":0.2104546839049051,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390974757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70609635,0.0020198273,0.2914923,0.00008765229,0.00018629665,0.00007547561,0.0000068529243,0.000012219961,0.000023028702],"genre_scores_gemma":[0.9963943,0.00032985397,0.0031141245,0.000019328429,0.00011907544,0.000001329687,0.0000065601957,0.000010335068,0.0000051276343],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990592,0.000045331504,0.00054746674,0.000087402106,0.00018334377,0.000077258104],"domain_scores_gemma":[0.99947166,0.000116513984,0.0001536141,0.000057464073,0.00015475582,0.00004597444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024410608,0.00009965899,0.00030699902,0.00016170049,0.00003198576,0.00007481298,0.000047826434,0.00006420817,0.000029305691],"category_scores_gemma":[0.00004114617,0.00007870403,0.00006260677,0.0002104565,0.00003283686,0.00030917383,0.000007323212,0.00014338108,3.0419162e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003290698,0.000043274285,0.00055057515,0.00036777958,0.0004418957,0.000008415816,0.0013131666,0.14828244,0.831378,0.0015356292,0.000017429637,0.01573234],"study_design_scores_gemma":[0.0009699395,0.00016910129,0.003907709,0.00014516163,0.00028201376,0.000038848942,0.00008101908,0.9767993,0.017060276,0.00042281242,0.000038852126,0.00008497439],"about_ca_topic_score_codex":0.000004047982,"about_ca_topic_score_gemma":0.0000044630356,"teacher_disagreement_score":0.82851684,"about_ca_system_score_codex":0.000019829886,"about_ca_system_score_gemma":0.000060005015,"threshold_uncertainty_score":0.32094574},"labels":[],"label_agreement":null},{"id":"W4391063853","doi":"10.1016/b978-0-443-15425-6.00005-5","title":"Improving buckling and vibration response of porous beams using higher order distribution of porosity","year":2024,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Porosity; Vibration; Buckling; Materials science; Galerkin method; Nonlinear system; Mechanics; Structural engineering; Beam (structure); Transverse plane; Hamilton's principle; Physics; Composite material; Finite element method; Acoustics; Engineering","score_opus":0.006286344664507352,"score_gpt":0.20451384596097527,"score_spread":0.1982275012964679,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391063853","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33443323,0.024213763,0.058790628,0.00006567201,0.0029124708,0.0021328118,0.0010751627,0.00072089396,0.5756554],"genre_scores_gemma":[0.8719029,0.000115873205,0.0042073694,0.000012073855,0.0002339288,0.0000036135662,0.00032247577,0.0001396337,0.12306218],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990083,0.000014158596,0.00047421386,0.00021674807,0.00017576145,0.0001107931],"domain_scores_gemma":[0.9993914,0.00003460799,0.00018480433,0.00021647906,0.00013613727,0.00003658832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017301558,0.00023942607,0.00040875873,0.000143508,0.00004209071,0.000032465312,0.000062486026,0.00022697599,0.000027435954],"category_scores_gemma":[0.000007924508,0.00023815295,0.000104758845,0.000040260777,0.000052870433,0.000056171004,0.000057488138,0.0001963021,7.402422e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025019798,0.0000094566985,0.000041071024,0.0021920244,0.00081040926,0.000019951833,0.0006779336,0.076013446,0.15690145,0.0063386136,0.000013567647,0.75673187],"study_design_scores_gemma":[0.0021987888,0.0006299154,0.0023588587,0.007574983,0.0095484,0.00013463756,0.00008732251,0.76217866,0.080718584,0.018769355,0.1110908,0.0047096875],"about_ca_topic_score_codex":0.000005048236,"about_ca_topic_score_gemma":0.000007387465,"teacher_disagreement_score":0.7520222,"about_ca_system_score_codex":0.00010298287,"about_ca_system_score_gemma":0.000032492633,"threshold_uncertainty_score":0.9711595},"labels":[],"label_agreement":null},{"id":"W4392906402","doi":"10.1115/1.4065108","title":"The Mechanics of Elastomeric Sheet Reinforced With Bidirectional Fiber Mesh Subjected to Flexure on Boundaries","year":2024,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Elastomer; Materials science; Composite material; Fiber; Fiber bundle; Structural engineering; Engineering","score_opus":0.0031774282413499205,"score_gpt":0.19059361959359675,"score_spread":0.18741619135224682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392906402","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.051383086,0.0007701068,0.9381896,0.0003713915,0.0021695243,0.00044757477,0.000024384095,0.00022928826,0.006415033],"genre_scores_gemma":[0.9914778,0.000172482,0.007824389,0.00006429564,0.00022137418,0.0000062215686,0.0000068421414,0.00005119724,0.00017543275],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989213,0.0000091757465,0.00039281748,0.00010065727,0.00042292464,0.00015314577],"domain_scores_gemma":[0.9994108,0.000081183076,0.000111673944,0.00015369529,0.00017224796,0.000070363254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022110672,0.00015710318,0.00025273158,0.00024181741,0.00012994713,0.00017627553,0.00015662184,0.0000693784,0.00007150752],"category_scores_gemma":[0.000011970518,0.000099363606,0.00010674801,0.00075520365,0.000011024352,0.000070389455,0.000019355975,0.00027718322,0.000007632286],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032157163,0.0000053872495,7.894712e-8,0.000041929707,0.0004307882,0.0000061398205,0.00036278673,0.8657926,0.025655763,0.09845026,0.001970247,0.0069624847],"study_design_scores_gemma":[0.0006047777,0.00085071474,0.000008333374,0.00023553519,0.0005014533,0.000121798665,0.0003718632,0.7859696,0.103225194,0.0064817644,0.10119758,0.00043137374],"about_ca_topic_score_codex":0.0000012371822,"about_ca_topic_score_gemma":0.000010210546,"teacher_disagreement_score":0.94009465,"about_ca_system_score_codex":0.00011173021,"about_ca_system_score_gemma":0.00008947727,"threshold_uncertainty_score":0.40519303},"labels":[],"label_agreement":null},{"id":"W4393113679","doi":"10.1007/s11012-024-01773-7","title":"The geometry of the equilibrium of forces and moments in shells","year":2024,"lang":"en","type":"article","venue":"Meccanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fondation Chalmers; Chalmers Tekniska Högskola","keywords":"Geometry; Classical mechanics; Physics; Mathematics","score_opus":0.002335076007400862,"score_gpt":0.1865771160571277,"score_spread":0.18424204004972686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393113679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.992361,0.0036654032,0.00030655286,0.0001172678,0.00017483938,0.000060529004,0.0000043566542,0.000013184179,0.003296835],"genre_scores_gemma":[0.999665,0.00018159664,0.000045064742,0.000003403203,0.000010383505,8.9241684e-7,5.7164544e-7,0.000004691202,0.00008836702],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997176,0.000008136253,0.000117071846,0.000043658016,0.00006340035,0.000050134135],"domain_scores_gemma":[0.99982595,0.000045314908,0.000011473611,0.00010330501,0.000007106688,0.000006832685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006627438,0.00003458982,0.00006525105,0.00003308537,0.000009641181,0.000014348987,0.00007886442,0.00001555329,0.000017949367],"category_scores_gemma":[0.0000060415737,0.000018874052,0.00002868904,0.00025069233,0.00001758719,0.000025522935,0.000033034896,0.000039444993,2.7813527e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022177266,0.000022761576,0.013117394,0.0008314629,0.0005742014,0.0000023271998,0.0024724966,0.57358474,0.3352297,0.009263306,0.002612353,0.062267106],"study_design_scores_gemma":[0.00017886219,0.00002920627,0.031047935,0.00016371724,0.00008728027,0.000001908383,0.000113113565,0.8897384,0.0687184,0.0015169159,0.008281341,0.00012291945],"about_ca_topic_score_codex":0.000015094086,"about_ca_topic_score_gemma":0.000032186817,"teacher_disagreement_score":0.31615368,"about_ca_system_score_codex":0.000009219589,"about_ca_system_score_gemma":0.00000402307,"threshold_uncertainty_score":0.07696615},"labels":[],"label_agreement":null},{"id":"W4394893417","doi":"10.1016/j.ijsolstr.2024.112827","title":"Cross-sectional analysis of initially curved composite beams with rectangular and circular sections using an asymptotic meshless method","year":2024,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Cartesian coordinate system; Beam (structure); Image warping; Isotropy; Mathematical analysis; Mathematics; Cylindrical coordinate system; Geometry; Structural engineering; Physics; Engineering; Computer science; Optics","score_opus":0.013500052712311384,"score_gpt":0.3081788294130366,"score_spread":0.29467877670072523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394893417","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76568973,0.00093722565,0.23296835,0.000009400136,0.00026254085,0.000024703484,0.000036351597,0.000014796447,0.00005690639],"genre_scores_gemma":[0.97880334,0.00012175352,0.020799067,0.000013994133,0.000216289,3.796448e-7,0.000027420632,0.000015225212,0.0000025087747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99896055,0.000044627177,0.00041425414,0.00014497939,0.0003493426,0.000086249194],"domain_scores_gemma":[0.99930847,0.00006141544,0.00011773457,0.00006314198,0.00037916622,0.000070055066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019176485,0.00013436386,0.00029513825,0.0007545407,0.00006379508,0.00029778283,0.00011974851,0.00006790308,0.000048651713],"category_scores_gemma":[0.000008554084,0.000105852305,0.0001394542,0.0003758205,0.000061521576,0.0003110229,0.000020438987,0.00017343792,2.6188376e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044187625,0.000008914888,0.02438874,0.000029892513,0.0049868403,0.000043879998,0.0004009584,0.9468988,0.020537611,0.0006032473,0.000001129892,0.002055802],"study_design_scores_gemma":[0.00028520354,0.00007481068,0.2866523,0.000050051236,0.0011647043,0.00088870706,0.0000506968,0.70652205,0.002820709,0.0013059196,0.000034707828,0.00015011532],"about_ca_topic_score_codex":0.000052026327,"about_ca_topic_score_gemma":0.000022578275,"teacher_disagreement_score":0.26226357,"about_ca_system_score_codex":0.00005766516,"about_ca_system_score_gemma":0.000027387767,"threshold_uncertainty_score":0.43165317},"labels":[],"label_agreement":null},{"id":"W4395063588","doi":"10.1016/j.jfluidstructs.2024.104121","title":"Numerical modeling and analysis of fluid-filled truncated conical shells with ring stiffeners","year":2024,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Conical surface; Ring (chemistry); Numerical analysis; Geometry; Structural engineering; Fluid–structure interaction; Mathematics; Materials science; Finite element method; Engineering; Mathematical analysis","score_opus":0.005633467604373102,"score_gpt":0.21869941327623604,"score_spread":0.21306594567186293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395063588","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88727,0.0060165976,0.10645101,0.000030159592,0.00007946202,0.000026635393,0.0000058099627,0.00001844346,0.00010188499],"genre_scores_gemma":[0.99499774,0.0006498731,0.0042626397,0.000009351477,0.000057900023,2.2740733e-7,0.000005371605,0.000013488475,0.0000033818862],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915373,0.000019486228,0.00040934052,0.000116134725,0.00019378732,0.00010753163],"domain_scores_gemma":[0.99964696,0.00005398334,0.000045482124,0.00007650433,0.00009015833,0.000086887914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010107353,0.00013820178,0.00047640287,0.0004262175,0.00003566661,0.00009193789,0.000061361905,0.00006203948,0.000042840722],"category_scores_gemma":[0.0000103245775,0.00008958718,0.00012748147,0.0005273293,0.000035811165,0.00011410197,0.000011757152,0.00016252825,3.385141e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047644306,0.000002489689,0.00074945105,0.000058619982,0.0021125902,0.000015757803,0.00031073086,0.97238094,0.019117622,0.00046342437,0.000025662255,0.0047150454],"study_design_scores_gemma":[0.00023074643,0.0000719093,0.0040921974,0.00004691419,0.0015866223,0.000053506275,0.000051723833,0.9923851,0.0011735489,0.00016547707,0.000035387668,0.00010688932],"about_ca_topic_score_codex":0.000011884089,"about_ca_topic_score_gemma":0.0000041957064,"teacher_disagreement_score":0.107727766,"about_ca_system_score_codex":0.000021774726,"about_ca_system_score_gemma":0.00001784164,"threshold_uncertainty_score":0.36532593},"labels":[],"label_agreement":null},{"id":"W4396640797","doi":"10.1016/j.euromechsol.2024.105328","title":"Nonlinear torsional stability and buckling of spiral stiffened sigmoid FG thin circular cylindrical shells","year":2024,"lang":"en","type":"article","venue":"European Journal of Mechanics - A/Solids","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; University of Regina","keywords":"Galerkin method; Buckling; Nonlinear system; Torsion (gastropod); Deflection (physics); Shell (structure); Discretization; Sigmoid function; Shell theory; Structural engineering; Critical load; Spiral (railway); Materials science; Mathematics; Mathematical analysis; Engineering; Physics; Composite material; Classical mechanics; Computer science","score_opus":0.010412580178525324,"score_gpt":0.21094737063862634,"score_spread":0.20053479046010103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396640797","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6759114,0.0030938953,0.31938505,0.00007838716,0.000856216,0.00006927602,0.000018976636,0.00005542974,0.00053134555],"genre_scores_gemma":[0.98539287,0.00027241156,0.013808205,0.000027437794,0.00043763994,1.1583475e-7,0.0000077588675,0.00004582953,0.000007753703],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99845046,0.00016132908,0.00069402053,0.00016756346,0.00036059902,0.00016604316],"domain_scores_gemma":[0.99936354,0.000073652765,0.00011259711,0.0001674324,0.00015133583,0.00013141685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010062376,0.00017720289,0.00033473957,0.00016176671,0.00004553231,0.00008213507,0.00019562994,0.0000469466,0.00015896354],"category_scores_gemma":[0.00005532221,0.00015041635,0.00020980506,0.00025913713,0.000018208373,0.00016351577,0.000067188834,0.00041030836,0.000004631224],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012522636,0.00013060102,0.00019007237,0.0006619652,0.00089938234,0.0006472008,0.002269776,0.5144093,0.45892763,0.0017023286,0.00037521048,0.019661313],"study_design_scores_gemma":[0.00038376375,0.0002517947,0.00020934996,0.0001948844,0.00021275705,0.00012031675,0.000067379224,0.96788573,0.028433774,0.00036001913,0.0016681206,0.00021212608],"about_ca_topic_score_codex":8.265378e-7,"about_ca_topic_score_gemma":5.637492e-7,"teacher_disagreement_score":0.45347643,"about_ca_system_score_codex":0.000057960573,"about_ca_system_score_gemma":0.00003281249,"threshold_uncertainty_score":0.6133801},"labels":[],"label_agreement":null},{"id":"W4396643228","doi":"10.1007/s12572-024-00370-x","title":"Bending analysis of functionally graded plates under mechanical and thermal environment using non-polynomial shear deformation theory","year":2024,"lang":"en","type":"article","venue":"International Journal of Advances in Engineering Sciences and Applied Mathematics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Virtual work; Plate theory; Discretization; Materials science; Structural engineering; Bending; Functionally graded material; Shear (geology); Material properties; Parametric statistics; Polynomial; Deformation (meteorology); Mathematics; Mathematical analysis; Composite material; Engineering","score_opus":0.005337934713847376,"score_gpt":0.22660063367447536,"score_spread":0.22126269896062797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396643228","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47475567,0.0007783474,0.5242323,0.000008429845,0.00014410689,0.000021855913,0.000001869158,0.000005436695,0.000051939907],"genre_scores_gemma":[0.9555388,0.0005376083,0.04386564,0.0000029728799,0.000046791778,6.535358e-7,0.0000015290386,0.000005479054,5.2604327e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99929,0.0000028330062,0.000335837,0.000070608796,0.00023153011,0.000069197595],"domain_scores_gemma":[0.9997415,0.000117949334,0.00007333589,0.000028434964,0.000016277598,0.000022536147],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029690753,0.000080200334,0.00017284461,0.00048957125,0.00001993569,0.000059233884,0.000091675065,0.000026160586,0.000011903964],"category_scores_gemma":[0.0000059181843,0.00006363884,0.00004875386,0.00023495227,0.000035633562,0.0002849517,0.00002276059,0.000080912105,8.1077104e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000432404,0.000006252197,0.000021052625,0.000036311154,0.00019997974,8.7562586e-7,0.0003116538,0.9531904,0.02923156,0.015056416,2.2818419e-7,0.0019409807],"study_design_scores_gemma":[0.0000858075,0.000014123326,0.00031988605,0.00008456443,0.00013969195,0.000015622614,0.00021556031,0.9932083,0.0038826643,0.0019576093,0.000011129246,0.00006506059],"about_ca_topic_score_codex":4.1686584e-7,"about_ca_topic_score_gemma":6.494494e-7,"teacher_disagreement_score":0.48078313,"about_ca_system_score_codex":0.000049568112,"about_ca_system_score_gemma":0.000007133752,"threshold_uncertainty_score":0.25951165},"labels":[],"label_agreement":null},{"id":"W4396723827","doi":"10.21203/rs.3.rs-3998430/v1","title":"A semi-analytical and numerical approach for solving 2-D and 6-D nonlinear and complex functionally graded tubular systems","year":2024,"lang":"en","type":"preprint","venue":"Research Square","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Nonlinear system; Applied mathematics; Mathematics; Computer science; Mathematical analysis; Physics","score_opus":0.04834782565273191,"score_gpt":0.3280319008092043,"score_spread":0.2796840751564724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396723827","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19973554,0.07327614,0.71396756,0.0011980616,0.0008167082,0.0060789105,0.00084784545,0.00089119334,0.0031880338],"genre_scores_gemma":[0.99051833,0.00056072464,0.0075254957,0.000006483726,0.00044668443,0.00012904435,0.00060340506,0.0000676751,0.00014217694],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99821347,0.00007357121,0.00030612166,0.0005825694,0.00047387756,0.00035041192],"domain_scores_gemma":[0.999058,0.00024490443,0.000023466635,0.00024557931,0.00022828895,0.00019977837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005579101,0.00025294014,0.0004829625,0.0003759834,0.00017044603,0.0006090481,0.000104318395,0.0002525146,0.0000118815005],"category_scores_gemma":[0.00007094586,0.00022489487,0.00009774119,0.0002606445,0.000100635014,0.00003915301,0.0005531322,0.0008807292,0.0000010995952],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013930528,0.00009522118,0.0021823081,0.032162126,0.0024731648,0.000042541706,0.0011153189,0.93771136,0.0019212257,0.009632229,0.008373041,0.004152188],"study_design_scores_gemma":[0.00018767519,0.00005200929,0.0007922132,0.00018840014,0.00015242361,0.000026627271,0.00015977815,0.9959999,0.0000085601305,0.0006722369,0.0015419796,0.00021821368],"about_ca_topic_score_codex":0.000055289547,"about_ca_topic_score_gemma":0.000003917735,"teacher_disagreement_score":0.7907828,"about_ca_system_score_codex":0.00009951382,"about_ca_system_score_gemma":0.000045649882,"threshold_uncertainty_score":0.91709465},"labels":[],"label_agreement":null},{"id":"W4396807348","doi":"10.5267/j.esm.2024.1.006","title":"Using the method of differential equations by quadratic to solve the free vibrations of columns under the effect of axial load and column weight","year":2024,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Column (typography); Quadratic equation; Differential (mechanical device); Materials science; Differential equation; Structural engineering; Mechanics; Mathematics; Physics; Mathematical analysis; Engineering; Geometry; Acoustics; Thermodynamics","score_opus":0.005690541639707381,"score_gpt":0.24054130431538662,"score_spread":0.23485076267567923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396807348","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026048694,0.00074878527,0.97238386,0.00008822617,0.00034448068,0.0002893112,0.00004591327,0.000038217808,0.000012502308],"genre_scores_gemma":[0.991991,0.000026939295,0.007848822,0.000005509753,0.00006512909,0.000017662425,0.000007838535,0.000027315062,0.000009779388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992265,0.00004395224,0.00029925074,0.00010454624,0.0002074727,0.000118270706],"domain_scores_gemma":[0.99898934,0.00058279576,0.00004392705,0.00030936257,0.00004851394,0.000026050457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002782663,0.00013217733,0.00023555425,0.00006823494,0.00007855756,0.000048393966,0.00019962563,0.00005425724,0.00001657656],"category_scores_gemma":[0.000067625035,0.00007877218,0.00010233147,0.00043210768,0.000015508553,0.000050419592,0.000064740685,0.00013984877,2.0006982e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028126387,0.000002777537,6.3075356e-7,0.00008798913,0.0001918211,8.0889784e-8,0.00060355634,0.82367903,0.16467488,0.010461792,0.000107796375,0.00018683284],"study_design_scores_gemma":[0.000098594406,0.00005293955,0.0000075893727,0.00005365243,0.00033704506,0.0000020446337,0.000057472407,0.93262064,0.06639731,0.0002171898,0.00008303742,0.000072457864],"about_ca_topic_score_codex":0.000051828527,"about_ca_topic_score_gemma":0.00006680675,"teacher_disagreement_score":0.9659423,"about_ca_system_score_codex":0.000041257033,"about_ca_system_score_gemma":0.000021849484,"threshold_uncertainty_score":0.32122362},"labels":[],"label_agreement":null},{"id":"W4399107579","doi":"10.1016/j.tws.2024.112060","title":"Exact three-dimensional elasticity analysis for buckling of composite laminated plates resting on viscoelastic foundation","year":2024,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Bombardier","keywords":"Buckling; Viscoelasticity; Materials science; Laplace transform; Elasticity (physics); Stiffness; Superposition principle; Mechanics; Finite element method; Structural engineering; Composite material; Mathematical analysis; Mathematics; Physics; Engineering","score_opus":0.00947200707935775,"score_gpt":0.2425478517119633,"score_spread":0.23307584463260556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399107579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77446,0.00033319378,0.22404158,0.000026914702,0.00036375975,0.00020944997,0.000038234353,0.0002913316,0.00023550197],"genre_scores_gemma":[0.99070907,0.000008323516,0.008669867,0.000014475842,0.00013757449,0.000008459229,0.0003888848,0.00004241704,0.000020941894],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985824,0.000033618304,0.0004966409,0.00034021886,0.00030614925,0.0002409639],"domain_scores_gemma":[0.9988025,0.0006881401,0.000093352144,0.00021894998,0.00013861292,0.000058452842],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016503075,0.00028214094,0.00047137265,0.00062126486,0.00016041765,0.00013252087,0.00014958976,0.00012439823,0.00015716715],"category_scores_gemma":[0.00008151289,0.0002394446,0.00027583027,0.00087878597,0.000040080326,0.00013089288,0.000030777443,0.00022968506,0.0000034802797],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007880775,0.000007251147,0.0003735464,0.00017222181,0.0013685975,0.000003568429,0.00025488457,0.97628105,0.017771794,0.0018909841,0.000039241633,0.0017580483],"study_design_scores_gemma":[0.00026218873,0.00006885187,0.015088237,0.000112468726,0.0011540579,0.0000032070486,0.000011427297,0.9719501,0.0071562096,0.003919244,0.000037946014,0.00023607635],"about_ca_topic_score_codex":0.000048845282,"about_ca_topic_score_gemma":0.00016765445,"teacher_disagreement_score":0.21624902,"about_ca_system_score_codex":0.00009229378,"about_ca_system_score_gemma":0.000021704602,"threshold_uncertainty_score":0.9764268},"labels":[],"label_agreement":null},{"id":"W4399176785","doi":"10.1007/s11071-024-09774-7","title":"Dynamic thermo-electro-mechanical behavior of smart composite laminates","year":2024,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Composite number; Composite laminates; Smart material; Dynamic mechanical analysis; Structural engineering; Engineering; Polymer","score_opus":0.0029857257665617727,"score_gpt":0.21801902812231125,"score_spread":0.21503330235574947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399176785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91591483,0.00092917174,0.080958724,0.000049056573,0.00045548557,0.00015969033,0.00010900724,0.00043817493,0.0009858673],"genre_scores_gemma":[0.9875513,0.00016957978,0.011702257,0.0000087927765,0.000039470746,0.0000062638683,0.0003273536,0.000052944943,0.00014208142],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992214,0.00001464027,0.00026785518,0.00017269808,0.00014711097,0.0001763042],"domain_scores_gemma":[0.999647,0.000038655115,0.000021931779,0.00020197422,0.000049254984,0.000041143365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006554343,0.00016009546,0.0002168783,0.0001464958,0.000029164577,0.00004946538,0.00014041486,0.000104884006,0.000058206486],"category_scores_gemma":[0.0000033217643,0.00014945655,0.00013814907,0.00036071785,0.000024173683,0.0000720314,0.0000292829,0.00020673378,0.00001301625],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054101583,0.00023587614,0.001728746,0.0007754394,0.0008634463,0.00011665942,0.0004475005,0.28861895,0.4418619,0.009715675,0.00016744611,0.25541425],"study_design_scores_gemma":[0.00007494593,0.000044086024,0.00064650946,0.00003643559,0.00015665685,0.000014664199,0.000010503263,0.99424624,0.0041450295,0.0001141132,0.0003599367,0.00015085074],"about_ca_topic_score_codex":0.0000111947675,"about_ca_topic_score_gemma":0.00013459449,"teacher_disagreement_score":0.7056273,"about_ca_system_score_codex":0.00012309322,"about_ca_system_score_gemma":0.000014590887,"threshold_uncertainty_score":0.60946614},"labels":[],"label_agreement":null},{"id":"W4399568726","doi":"10.1016/j.ijmecsci.2024.109407","title":"Development of governing partial differential equations of reinforcing thin films","year":2024,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Materials science; Partial differential equation; Composite material; Mechanics; Mathematics; Mathematical analysis; Physics","score_opus":0.01565150787272214,"score_gpt":0.268561689907039,"score_spread":0.25291018203431687,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399568726","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23528372,0.00015690729,0.76310617,0.00005288559,0.0010357487,0.0000159176,0.000003535278,0.0000096984395,0.0003354327],"genre_scores_gemma":[0.9779774,0.0000227921,0.021882286,0.0000032182306,0.0001005149,2.9461336e-7,0.0000021112262,0.000002827681,0.000008534138],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987809,0.000010473799,0.0005055696,0.000055601304,0.0005855997,0.00006184996],"domain_scores_gemma":[0.9995991,0.00009330412,0.00012832785,0.000027536309,0.00012381561,0.000027931086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029975682,0.00005098454,0.000117547104,0.00014895009,0.000027466282,0.000050802166,0.00026537658,0.00002469747,0.00023971396],"category_scores_gemma":[0.000065405875,0.000037662463,0.0000907278,0.00016991762,0.000024620396,0.00018880644,0.00003475735,0.000081115824,0.0000011890476],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000144806245,0.000016570764,0.000033732027,0.0000242243,0.0002718763,0.0000048482107,0.0008637221,0.74596345,0.20003411,0.02161601,0.000083429535,0.031073563],"study_design_scores_gemma":[0.000075731026,0.00003410983,0.000070565846,0.00015037096,0.000024178138,0.0000066385746,0.00008085636,0.91593444,0.08292389,0.00027482965,0.00038071806,0.000043685184],"about_ca_topic_score_codex":0.000004520839,"about_ca_topic_score_gemma":0.000008184901,"teacher_disagreement_score":0.7426937,"about_ca_system_score_codex":0.0000374523,"about_ca_system_score_gemma":0.00006669183,"threshold_uncertainty_score":0.26246998},"labels":[],"label_agreement":null},{"id":"W4399630420","doi":"10.1016/j.tws.2024.112129","title":"An adaptive modeling method with a local choice of optimal displacement fields for finite element analysis of structures","year":2024,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; Région Hauts-de-France; Université de Technologie de Compiègne","keywords":"Finite element method; Degrees of freedom (physics and chemistry); Cantilever; Shell (structure); Context (archaeology); Reduction (mathematics); Beam (structure); Displacement field; Boundary value problem; Computer science; Kinematics; Set (abstract data type); Displacement (psychology); Timoshenko beam theory; Mathematical optimization; Mathematics; Applied mathematics; Structural engineering; Geometry; Mechanical engineering; Mathematical analysis; Engineering; Classical mechanics; Physics","score_opus":0.012644127228872546,"score_gpt":0.2889517997119648,"score_spread":0.27630767248309224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399630420","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11246596,0.000720756,0.8861079,0.000015642978,0.000094533076,0.0002775445,0.00013533128,0.000090049245,0.00009224921],"genre_scores_gemma":[0.85690457,0.000027892589,0.14272581,0.000016684255,0.00006484569,0.000019040765,0.00019781533,0.000034357126,0.0000089586965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99841166,0.000056279245,0.00055458664,0.00037014467,0.00035629247,0.00025105002],"domain_scores_gemma":[0.99905545,0.00022255785,0.00009748882,0.0003754987,0.00016996439,0.00007905972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017714602,0.00030999878,0.0006690952,0.00054835953,0.00006500205,0.000058069974,0.00024632717,0.00013166554,0.00017293678],"category_scores_gemma":[0.000012467175,0.00023255174,0.00029460972,0.00075710035,0.00003966374,0.00014614116,0.000032061984,0.00019143679,8.5997534e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002410893,0.000009735027,0.00003150342,0.00017880669,0.0043861605,0.0000014780152,0.002224278,0.98345846,0.001105614,0.0043253372,0.000024650757,0.0040129153],"study_design_scores_gemma":[0.0003790594,0.00031796697,0.00021750876,0.000035232813,0.0031133443,0.0000010302545,0.00046106282,0.98885024,0.004794631,0.0015254526,0.000049784252,0.00025469347],"about_ca_topic_score_codex":0.00018590078,"about_ca_topic_score_gemma":0.0005638431,"teacher_disagreement_score":0.74443865,"about_ca_system_score_codex":0.000067780966,"about_ca_system_score_gemma":0.00003667013,"threshold_uncertainty_score":0.9483185},"labels":[],"label_agreement":null},{"id":"W4400003080","doi":"10.18280/ijdne.190311","title":"Optimizing the Nonlinear Response of Elliptical Tubular Composite Beams Using SVM","year":2024,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Composite number; Nonlinear system; Materials science; Support vector machine; Structural engineering; Composite material; Engineering; Computer science; Physics; Artificial intelligence","score_opus":0.006915727635834765,"score_gpt":0.24594859267208122,"score_spread":0.23903286503624646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400003080","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38799638,0.005806051,0.604749,0.00032755677,0.0009924667,0.000049877362,0.000013798541,0.00001803942,0.00004678604],"genre_scores_gemma":[0.9280903,0.0006067463,0.07093528,0.00004700102,0.00028656973,2.0639507e-7,0.0000063716166,0.000018432918,0.000009115584],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991053,0.00005474673,0.00038183745,0.000081022146,0.00028629153,0.0000908023],"domain_scores_gemma":[0.9993025,0.00027397106,0.00008242657,0.00007582019,0.00022494656,0.00004033223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044238442,0.00011188042,0.00017714694,0.0002624452,0.00003546989,0.00013071574,0.00022626239,0.00011696207,0.000011790501],"category_scores_gemma":[0.000032264263,0.00007899724,0.0001284866,0.00017493141,0.000036375182,0.00018258899,0.000029685003,0.0004651752,4.918774e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002132394,0.000010495348,0.00004667141,0.000016547303,0.0004941224,0.000069834554,0.00030917622,0.953601,0.043236446,0.00037560638,0.00005600713,0.0015708494],"study_design_scores_gemma":[0.0001439628,0.000042958614,0.00014116858,0.00013835663,0.00013811924,0.00034702907,0.000035382454,0.9948598,0.0031250212,0.00031860374,0.0006288586,0.00008070111],"about_ca_topic_score_codex":0.0000016093592,"about_ca_topic_score_gemma":0.0000011641381,"teacher_disagreement_score":0.5400939,"about_ca_system_score_codex":0.00008414381,"about_ca_system_score_gemma":0.000036886082,"threshold_uncertainty_score":0.32214138},"labels":[],"label_agreement":null},{"id":"W4400904513","doi":"10.5937/fme2403371z","title":"Elastic-plastic stress analysis of shrink-fitted thick FGM cylinders","year":2024,"lang":"en","type":"article","venue":"FME Transaction","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"von Mises yield criterion; Materials science; Plasticity; Plane stress; Composite material; Levy–Mises equations; Elasticity (physics); Elastic modulus; Stress (linguistics); Rotational symmetry; Yield (engineering); Mechanics; Cylinder; Structural engineering; Finite element method; Stress intensity factor; Mathematics; Geometry; Fracture mechanics; Engineering","score_opus":0.00460607862958186,"score_gpt":0.2033075584898614,"score_spread":0.19870147986027953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400904513","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13139673,0.00030926947,0.8667479,0.000018097495,0.0004621871,0.000049923452,0.00003873153,0.00023798393,0.0007391897],"genre_scores_gemma":[0.9993279,0.000097416894,0.00034697112,0.0000033604433,0.00004568678,0.0000032443688,0.00011578673,0.000019597097,0.00004001571],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992882,0.000015781387,0.0002437886,0.00016179423,0.0001717887,0.00011867532],"domain_scores_gemma":[0.99968755,0.00008867734,0.000019273393,0.00012881558,0.000037837992,0.000037857073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004660963,0.00012318164,0.00022091652,0.0005796153,0.00003019096,0.00004331415,0.0000594454,0.00008450744,0.00052564405],"category_scores_gemma":[0.0000035925366,0.00011760031,0.0002073204,0.0014184276,0.0000151024,0.0001307688,0.0000016265188,0.00014503599,0.000009863105],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000984063,0.000008184026,0.00018895259,0.00010990124,0.0015873135,0.0000021178678,0.00033526216,0.9887316,0.004865893,0.00007188312,0.000020772337,0.0040682415],"study_design_scores_gemma":[0.00007944213,0.000016342487,0.010143541,0.00003673308,0.0027952394,8.347385e-7,0.000041535863,0.9829211,0.0036891513,0.000022005319,0.00013919828,0.00011487927],"about_ca_topic_score_codex":0.000040653154,"about_ca_topic_score_gemma":0.00026614143,"teacher_disagreement_score":0.8679312,"about_ca_system_score_codex":0.000054539443,"about_ca_system_score_gemma":0.000008699125,"threshold_uncertainty_score":0.57554334},"labels":[],"label_agreement":null},{"id":"W4401035063","doi":"10.1007/978-3-031-64669-0_7","title":"Influence of Manufacturing Dependent Mechanical Properties on the Optimization of Ribbed LFT Structures","year":2024,"lang":"en","type":"book-chapter","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Composite material","score_opus":0.008622352884147111,"score_gpt":0.18317434370794672,"score_spread":0.1745519908237996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401035063","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16450275,0.0032030975,0.058121778,0.00032388017,0.00097924,0.0022822698,0.00019230883,0.000888629,0.76950604],"genre_scores_gemma":[0.98511356,0.00026714223,0.0008915917,0.000020728334,0.000052188567,0.000004018979,0.000023476498,0.00005897953,0.01356831],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99896234,0.000007135901,0.00043259756,0.00018920904,0.00031308856,0.00009564378],"domain_scores_gemma":[0.999439,0.000036623034,0.00010358557,0.0003215666,0.000075131684,0.000024080888],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005962928,0.0002563441,0.0003346827,0.0001666709,0.000027426224,0.000028918254,0.00020516939,0.00018194466,0.00041358708],"category_scores_gemma":[0.000006919518,0.00015346587,0.0001454947,0.000031407693,0.000035017885,0.000044349636,0.00006339381,0.00025292192,0.0000044118565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009180903,0.0000013914363,1.6803041e-7,0.00016387261,0.00021679119,9.3702704e-7,0.000051958872,0.9402116,0.0014063136,0.05765066,0.00003161826,0.00025553684],"study_design_scores_gemma":[0.00013107048,0.0000813221,0.00002145581,0.0006471609,0.00052583846,0.000005146697,0.000021948368,0.5027104,0.480283,0.0143285915,0.000772213,0.000471874],"about_ca_topic_score_codex":0.00001534537,"about_ca_topic_score_gemma":0.000021104916,"teacher_disagreement_score":0.8206108,"about_ca_system_score_codex":0.000047342917,"about_ca_system_score_gemma":0.000011086934,"threshold_uncertainty_score":0.6258157},"labels":[],"label_agreement":null},{"id":"W4401076101","doi":"10.3390/jcs8080289","title":"Strain-Energy-Density Guided Design of Functionally Graded Beams","year":2024,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Gradation; Structural engineering; Strain energy density function; Micromechanics; Beam (structure); Material properties; Strain energy; Materials science; Bending; Shearing (physics); Mechanical engineering; Computer science; Composite material; Engineering; Finite element method","score_opus":0.01216353848831286,"score_gpt":0.22500528867080213,"score_spread":0.21284175018248927,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401076101","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.075786166,0.0011601875,0.9215812,0.00007466132,0.0006731346,0.000030463778,0.000002468099,0.00003964456,0.0006520621],"genre_scores_gemma":[0.97303873,0.00008670923,0.026700633,0.000023432785,0.000115885385,2.2047526e-7,0.0000013708213,0.000008082262,0.000024932375],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987988,0.000021033353,0.00041859812,0.00010520403,0.00052279397,0.00013356513],"domain_scores_gemma":[0.9992671,0.000086776025,0.0000964704,0.00011490291,0.00035216947,0.00008257346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004577975,0.00009936951,0.00020074235,0.00041475252,0.00007339894,0.0001330896,0.00029229984,0.000028602699,0.00003690304],"category_scores_gemma":[0.000019424708,0.00007928571,0.00011728218,0.00094589946,0.000119005774,0.00041695632,0.000025493495,0.00011883984,0.00000131342],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053814756,0.000006666185,0.00006531087,0.000014103947,0.000037292408,0.000007678443,0.0000853339,0.5628883,0.43412548,0.001416916,0.00038826128,0.00095924095],"study_design_scores_gemma":[0.00014022895,0.00013451133,0.0037807613,0.00011766585,0.00011252263,0.00024665572,0.000020730571,0.8665215,0.12533525,0.0031871411,0.00025870933,0.00014435324],"about_ca_topic_score_codex":0.0000035712412,"about_ca_topic_score_gemma":9.304846e-7,"teacher_disagreement_score":0.89725256,"about_ca_system_score_codex":0.00008865969,"about_ca_system_score_gemma":0.00011072338,"threshold_uncertainty_score":0.32331774},"labels":[],"label_agreement":null},{"id":"W4401180584","doi":"10.18280/mmep.110712","title":"Investigating Static Deflection of Axial Functionally Graded Non-Prismatic Beams Using the Rayleigh Method","year":2024,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Deflection (physics); Structural engineering; Materials science; Optics; Physics; Engineering","score_opus":0.020397662316400826,"score_gpt":0.235247419483874,"score_spread":0.21484975716747318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401180584","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10555685,0.00046781846,0.89342535,0.0000232419,0.00013128581,0.00013898764,0.0000012506305,0.00017841574,0.00007681871],"genre_scores_gemma":[0.75442976,0.000026832853,0.24540871,0.000004656229,0.00005984579,0.000013314096,0.0000045058337,0.000038445225,0.00001394699],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990596,0.000015716952,0.00040893396,0.00015812553,0.00018227892,0.0001753231],"domain_scores_gemma":[0.99954766,0.00020249625,0.000030611845,0.00012899039,0.000035865916,0.00005437097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031416002,0.00017643644,0.0002473017,0.0001349921,0.000076778146,0.00011240428,0.00006929196,0.00006669036,0.0000098712235],"category_scores_gemma":[0.000017134615,0.00013006141,0.00007814989,0.00035370456,0.000023145392,0.000107629814,0.000020065092,0.00021469705,0.0000013616644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[5.02732e-7,0.0000044129547,0.0000029362816,0.0014670752,0.00010061666,2.652466e-7,0.0011523067,0.9850584,0.008195869,0.00366899,0.0000059080435,0.00034267572],"study_design_scores_gemma":[0.00006154679,0.000014394314,0.0000042631996,0.00047833569,0.00015073265,0.00001822059,0.000029892057,0.97902197,0.0010624194,0.018996798,0.000023005317,0.0001384471],"about_ca_topic_score_codex":0.000013812169,"about_ca_topic_score_gemma":7.09335e-7,"teacher_disagreement_score":0.6488729,"about_ca_system_score_codex":0.000035315723,"about_ca_system_score_gemma":0.000012832753,"threshold_uncertainty_score":0.53037506},"labels":[],"label_agreement":null},{"id":"W4402126760","doi":"10.1016/j.tws.2024.112402","title":"Chaos and resonance of nonlinear FG shallow shells reinforced by oblique stiffeners","year":2024,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; University of Regina","keywords":"Nonlinear system; Galerkin method; Oblique case; Equations of motion; Discretization; Degrees of freedom (physics and chemistry); Physics; Mathematical analysis; Mechanics; Classical mechanics; Geometry; Mathematics","score_opus":0.0029198237969246255,"score_gpt":0.19539920181393874,"score_spread":0.19247937801701412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402126760","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9451329,0.030496974,0.0147558935,0.00034563482,0.00087626174,0.00048830453,0.0001930741,0.00081775256,0.0068932064],"genre_scores_gemma":[0.9926413,0.0012396113,0.005231342,0.00007733299,0.00012965835,0.0000046402056,0.000099493154,0.00004720424,0.00052940834],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899584,0.00002121985,0.00032608217,0.00025138404,0.00020663571,0.00019885003],"domain_scores_gemma":[0.99954015,0.00006285756,0.000037445785,0.00023943579,0.00004653338,0.000073551084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008204299,0.00023364286,0.00031795225,0.00015405075,0.000050181538,0.00008806825,0.0001614776,0.00013989872,0.00020534814],"category_scores_gemma":[0.000018128772,0.00019713078,0.00009131112,0.00028017373,0.000053503456,0.00013306733,0.00004053156,0.0002264664,0.000002280833],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010078822,0.000006221629,0.00010705189,0.00091006875,0.00064510416,0.000029194616,0.0047768867,0.7309628,0.2063384,0.010587475,0.01736277,0.028173251],"study_design_scores_gemma":[0.00034070614,0.000045328026,0.00073276577,0.00010435183,0.000100372905,0.000012971569,0.000054104912,0.95371044,0.028369527,0.0012260571,0.014940211,0.00036318414],"about_ca_topic_score_codex":0.000044058277,"about_ca_topic_score_gemma":0.00004038017,"teacher_disagreement_score":0.22274762,"about_ca_system_score_codex":0.000036219102,"about_ca_system_score_gemma":0.00001988333,"threshold_uncertainty_score":0.803876},"labels":[],"label_agreement":null},{"id":"W4402218334","doi":"10.1016/j.mechrescom.2024.104324","title":"Hybrid finite element theory in dynamic analysis of an imperfect plate","year":2024,"lang":"en","type":"article","venue":"Mechanics Research Communications","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Imperfect; Finite element method; Plate theory; Structural engineering; Element (criminal law); Mathematics; Engineering","score_opus":0.0251720226688064,"score_gpt":0.3493031528387976,"score_spread":0.3241311301699912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402218334","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15512013,0.009699401,0.8303683,0.00035536825,0.00011649639,0.00058022205,0.00026007224,0.00032257222,0.0031774621],"genre_scores_gemma":[0.993321,0.0030456537,0.00308469,0.000004157348,0.000004610928,0.000039516006,0.00044689595,0.000020702786,0.000032795582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99862957,0.00040435468,0.00031087038,0.00015828715,0.00028612226,0.00021079012],"domain_scores_gemma":[0.99787635,0.00057147385,0.000016221438,0.0013574576,0.00012729049,0.000051206214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001860279,0.00008850716,0.00019890204,0.0017343813,0.00009915203,0.0000824095,0.0007135908,0.000038201964,0.00015218598],"category_scores_gemma":[0.000057458383,0.0000876216,0.00011138322,0.0028585088,0.000028835933,0.0001328388,0.00022199507,0.00042087495,0.000007620688],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007424518,0.000053126412,0.000014157718,0.000045995992,0.00089315604,0.000003948829,0.0009118463,0.90858555,0.0103773065,0.05620409,0.00002049522,0.02288291],"study_design_scores_gemma":[0.000050883784,0.000027485057,0.0001044269,0.000027237948,0.0001658895,4.756712e-7,0.000121180456,0.98697543,0.00091334665,0.01096508,0.00057091773,0.00007765225],"about_ca_topic_score_codex":0.00008480167,"about_ca_topic_score_gemma":0.001979104,"teacher_disagreement_score":0.83820087,"about_ca_system_score_codex":0.00019796383,"about_ca_system_score_gemma":0.00003625402,"threshold_uncertainty_score":0.35731053},"labels":[],"label_agreement":null},{"id":"W4402685374","doi":"10.1142/s0219455426500112","title":"Vibration Response Analysis of Multilayer Functionally Graded Graphene Platelet-Reinforced Composite Cylindrical Shell Under Moving Random Loads","year":2024,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Education and Child Care","funders":"Natural Science Foundation of Hainan Province; Innovative Research Group Project of the National Natural Science Foundation of China","keywords":"Shell (structure); Composite number; Materials science; Vibration; Graphene; Composite material; Structural engineering; Functionally graded material; Material properties; Physics; Engineering; Acoustics","score_opus":0.006387860233892176,"score_gpt":0.22932127062889182,"score_spread":0.22293341039499964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402685374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8104456,0.00028939862,0.18839733,0.00016243504,0.00052954425,0.000056125577,0.000060618182,0.000026437545,0.000032496508],"genre_scores_gemma":[0.99768704,0.00007699762,0.0019958392,0.000025712508,0.000081891805,6.934258e-7,0.000111259666,0.0000117738655,0.0000087837725],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984106,0.00007116871,0.00077335397,0.00015475044,0.0004787779,0.000111352776],"domain_scores_gemma":[0.9988802,0.00036660294,0.00016348598,0.0000988767,0.0004159151,0.00007489866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003142153,0.00016877268,0.00038096058,0.0006759056,0.000050242546,0.0001523156,0.00016951279,0.00009626736,0.00015047322],"category_scores_gemma":[0.00004189184,0.00013838765,0.00035338363,0.0005479432,0.00007083412,0.0004305463,0.00003578303,0.0002434945,2.2130284e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011950019,0.0000064285273,0.0028731006,0.000027482456,0.0025446631,0.000010603117,0.00034871206,0.9579915,0.030841077,0.0015917975,0.0000030097858,0.0025666726],"study_design_scores_gemma":[0.0006189629,0.00004448328,0.06985536,0.000028456461,0.00047930612,0.00004150326,0.00007763792,0.9256716,0.0020987901,0.0009471101,0.000012733071,0.00012408632],"about_ca_topic_score_codex":0.000033507462,"about_ca_topic_score_gemma":0.00010415392,"teacher_disagreement_score":0.18724144,"about_ca_system_score_codex":0.00025290492,"about_ca_system_score_gemma":0.00003712532,"threshold_uncertainty_score":0.56432843},"labels":[],"label_agreement":null},{"id":"W4402947023","doi":"10.18280/mmep.110917","title":"Free Vibration Analysis of a Simply Supported Axial Functionally Graded Beam Using the Rayleigh Method","year":2024,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Beam (structure); Materials science; Structural engineering; Acoustics; Physics; Engineering","score_opus":0.01727762729029574,"score_gpt":0.22582147517477716,"score_spread":0.2085438478844814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402947023","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07307311,0.00037137055,0.926075,0.000036130004,0.00007899831,0.00010375282,0.000011670182,0.00019819688,0.000051799976],"genre_scores_gemma":[0.9154866,0.000047909565,0.0843151,0.000005826046,0.000055010663,0.000010248532,0.000034360834,0.000032291395,0.000012688486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906904,0.0000126190025,0.00039091214,0.0001751403,0.00019351221,0.000158778],"domain_scores_gemma":[0.9995095,0.00016510145,0.000026733465,0.00021032311,0.000040381965,0.000047951744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026929422,0.00016661044,0.00032055445,0.00031411205,0.00007576651,0.000091880655,0.000097033924,0.000076708224,0.00003813902],"category_scores_gemma":[0.00001405096,0.00012203799,0.00015960714,0.0008661174,0.000015599371,0.00010552515,0.00003408688,0.00015267193,4.3347416e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001667445,0.0000065507948,0.0000036761965,0.0003150669,0.000816231,4.8654346e-7,0.00069372565,0.9840532,0.008816942,0.0051375986,0.000007981367,0.00014688485],"study_design_scores_gemma":[0.00006235106,0.000011095048,0.000013535838,0.00007472342,0.0012658272,0.000006034535,0.000013145179,0.9924567,0.00090322236,0.0049981005,0.00006167486,0.00013360837],"about_ca_topic_score_codex":0.000014331533,"about_ca_topic_score_gemma":0.0000020836508,"teacher_disagreement_score":0.8424135,"about_ca_system_score_codex":0.000027234044,"about_ca_system_score_gemma":0.000008146893,"threshold_uncertainty_score":0.4976565},"labels":[],"label_agreement":null},{"id":"W4403168478","doi":"10.1080/15376494.2024.2408760","title":"Nonlinear dynamic analyses of sandwich porous FG cylindrical shells with dual-layered FG porous cores","year":2024,"lang":"en","type":"article","venue":"Mechanics of Advanced Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Porosity; Nonlinear system; Materials science; Dual (grammatical number); Porous medium; Pervious concrete; Mechanics; Structural engineering; Composite material; Physics; Engineering; Cement","score_opus":0.0062584798021899585,"score_gpt":0.2485138861917805,"score_spread":0.24225540638959053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403168478","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9711633,0.0030094876,0.02483354,0.000013174277,0.00038994374,0.00015986875,0.0002486155,0.000102544116,0.0000795417],"genre_scores_gemma":[0.973237,0.0012002861,0.025338965,0.0000072894995,0.000051243725,0.0000033256847,0.00010831811,0.000042354284,0.000011257289],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988521,0.000022703272,0.00046387783,0.0002654183,0.00020905347,0.0001868557],"domain_scores_gemma":[0.99949217,0.00004052211,0.00010263975,0.00022385294,0.00008841369,0.000052414347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000066007764,0.00025550404,0.00057009485,0.00017817342,0.000039551232,0.00006682001,0.0001002206,0.000106644664,0.00013054335],"category_scores_gemma":[0.0000113195865,0.0001871448,0.0000584087,0.00023943605,0.000030143989,0.00011740349,0.000040905205,0.00008300024,3.5379668e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000099051875,0.000007431742,0.000002354713,0.00041144938,0.00020842695,0.000020387108,0.00012806496,0.16739058,0.8265863,0.0011687619,0.000008938075,0.0039682593],"study_design_scores_gemma":[0.00044311333,0.00024733497,0.00028708883,0.00012592562,0.00031567746,0.000064684944,0.00007934046,0.0862345,0.9061919,0.0056366194,0.0000590498,0.00031476136],"about_ca_topic_score_codex":0.000030210498,"about_ca_topic_score_gemma":0.00003482595,"teacher_disagreement_score":0.08115609,"about_ca_system_score_codex":0.00002202072,"about_ca_system_score_gemma":0.000018002396,"threshold_uncertainty_score":0.7631544},"labels":[],"label_agreement":null},{"id":"W4403172096","doi":"10.3390/sym16101318","title":"Influence of Spiral Stiffeners’ Symmetric and Asymmetric Angles on Nonlinear Vibration Responses of Multilayer FG Cylindrical Shells","year":2024,"lang":"en","type":"article","venue":"Symmetry","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Shell (structure); Spiral (railway); Nonlinear system; Galerkin method; Vibration; Materials science; Resonance (particle physics); Physics; Thermal; Layer (electronics); Mechanics; Composite material; Mathematical analysis; Acoustics; Mathematics; Thermodynamics","score_opus":0.006974681954469662,"score_gpt":0.23376394751171542,"score_spread":0.22678926555724577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403172096","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933991,0.002051669,0.0029112704,0.000020213292,0.00012302934,0.00010311036,0.00003813645,0.00008365278,0.00126981],"genre_scores_gemma":[0.99532086,0.00019286417,0.0043153754,0.000022532698,0.000082569524,0.0000020759892,0.00001695989,0.0000248489,0.000021912483],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897647,0.000040669267,0.0003725127,0.00021497079,0.0002561185,0.0001392679],"domain_scores_gemma":[0.99928397,0.0003436611,0.00005079573,0.00019004523,0.00007669729,0.000054850625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014739306,0.00016114744,0.00027627195,0.0013899412,0.00002493902,0.000036186408,0.00009522788,0.00011235076,0.000010590532],"category_scores_gemma":[0.0001595216,0.00014038231,0.00009127749,0.0024030376,0.00004316915,0.0001477572,0.000031457286,0.00015171984,0.0000047980334],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015444525,0.000118907505,0.012501391,0.0009937068,0.00043062013,0.000023312734,0.00044966082,0.7147135,0.08862483,0.0042431518,0.00017833301,0.17756815],"study_design_scores_gemma":[0.00029427692,0.00023247559,0.125688,0.00020254377,0.0001494781,0.000006228888,0.000034623303,0.75958264,0.1131514,0.00012660724,0.00027399728,0.00025770755],"about_ca_topic_score_codex":0.000017490873,"about_ca_topic_score_gemma":0.000003063256,"teacher_disagreement_score":0.17731044,"about_ca_system_score_codex":0.00003920592,"about_ca_system_score_gemma":0.000017875638,"threshold_uncertainty_score":0.57246244},"labels":[],"label_agreement":null},{"id":"W4403269730","doi":"10.3397/in_2024_3071","title":"Assessing the behavior of highly damped multilayered structures with controllable patches using condensation models","year":2024,"lang":"en","type":"article","venue":"NOISE-CON proceedings","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Condensation; Materials science; Structural engineering; Physics; Engineering; Thermodynamics","score_opus":0.01947177239297394,"score_gpt":0.25687552833224025,"score_spread":0.23740375593926633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403269730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9875297,0.00050120556,0.01062773,0.0000267271,0.00012479389,0.0003442917,0.0000076121237,0.0002109599,0.0006270036],"genre_scores_gemma":[0.99504644,0.000014170212,0.0047301035,0.000016370715,0.00008651884,0.000027990505,0.000009250123,0.000046267756,0.000022898315],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990676,0.000006635429,0.00030150605,0.00021920148,0.00022389926,0.00018116506],"domain_scores_gemma":[0.99951386,0.00004209515,0.00008231443,0.000099839526,0.00022432469,0.000037564325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012219606,0.00019758088,0.00025850703,0.00014316635,0.00010515516,0.00043271802,0.000121856254,0.00009051171,0.00002599785],"category_scores_gemma":[0.000008458712,0.00013157465,0.000071575,0.00038731564,0.000048152473,0.00077187154,0.000017760192,0.00016037805,5.8205063e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001724329,0.000006802484,0.0014396305,0.00018174776,0.0001472924,0.0000017153167,0.0013835587,0.4800499,0.5136169,0.0013550557,0.000037565336,0.0017625567],"study_design_scores_gemma":[0.00029421106,0.000019723333,0.0012528589,0.00009216882,0.00037116295,0.0000108360055,0.00046680056,0.93621606,0.060515206,0.0005464686,0.00004615624,0.00016836013],"about_ca_topic_score_codex":0.000064615844,"about_ca_topic_score_gemma":0.000008896765,"teacher_disagreement_score":0.45616615,"about_ca_system_score_codex":0.00007597324,"about_ca_system_score_gemma":0.000032464002,"threshold_uncertainty_score":0.5365459},"labels":[],"label_agreement":null},{"id":"W4403602824","doi":"10.1007/s40430-024-05206-0","title":"A semi-analytical and numerical approach for solving 2-DOF and 6-DOF nonlinear and complex functionally graded tubular systems","year":2024,"lang":"en","type":"article","venue":"Journal of the Brazilian Society of Mechanical Sciences and Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Control theory (sociology); Computer science; Mathematics; Control engineering; Applied mathematics; Physics; Engineering; Control (management); Artificial intelligence","score_opus":0.013027499858943744,"score_gpt":0.22216779809991186,"score_spread":0.2091402982409681,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403602824","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22710963,0.007817455,0.7638804,0.00061183673,0.00034467512,0.00016978839,0.000008916961,0.000033454508,0.00002386009],"genre_scores_gemma":[0.9640541,0.00045615257,0.035312824,0.000018367924,0.00013782363,9.422675e-7,8.0318875e-7,0.0000097290085,0.000009232794],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992133,0.00000888471,0.00028960424,0.00013816978,0.00021426054,0.00013581447],"domain_scores_gemma":[0.9996478,0.00012533087,0.000045813067,0.000048312504,0.000037580674,0.00009514096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048143583,0.00011034465,0.00026813094,0.000041791267,0.00011831935,0.00014308277,0.00009204767,0.000061697414,0.0000020500802],"category_scores_gemma":[0.00002205486,0.00007214657,0.00013252425,0.00021280136,0.000079185804,0.00013595386,0.000044647,0.00016019681,1.4673793e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001895754,0.000026490276,0.00035069816,0.0017582382,0.00072110695,0.0000017119177,0.0007848016,0.9249366,0.05780104,0.009701465,0.0010021199,0.0028967522],"study_design_scores_gemma":[0.00014774356,0.00006360044,0.00051029964,0.00009804517,0.00012028211,0.00011281546,0.00018149236,0.9977731,0.00011613072,0.00012699034,0.0006653745,0.00008411687],"about_ca_topic_score_codex":0.0000043563996,"about_ca_topic_score_gemma":3.5547777e-7,"teacher_disagreement_score":0.7369445,"about_ca_system_score_codex":0.000019847195,"about_ca_system_score_gemma":0.000014220621,"threshold_uncertainty_score":0.29420516},"labels":[],"label_agreement":null},{"id":"W4403635409","doi":"10.1016/j.tws.2024.112617","title":"Nonlinear finite element formulation for thin-walled conical shells","year":2024,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; University of Ottawa","funders":"","keywords":"Conical surface; Finite element method; Nonlinear system; Geometry; Materials science; Structural engineering; Mathematics; Physics; Engineering","score_opus":0.008708804432841704,"score_gpt":0.2474501633663354,"score_spread":0.2387413589334937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403635409","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20102158,0.008569074,0.7644561,0.0014136328,0.005316258,0.0031537535,0.00045196203,0.0035770072,0.0120406225],"genre_scores_gemma":[0.97021735,0.00019415931,0.027651278,0.00017983689,0.0007112712,0.000036975172,0.00058282766,0.000089921705,0.0003364064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982358,0.000033585333,0.0005895426,0.00040689498,0.00033618836,0.0003979415],"domain_scores_gemma":[0.99907565,0.00028977214,0.0000562353,0.00035882823,0.00010745987,0.000112024245],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020948013,0.00036855796,0.0004247358,0.00023013401,0.00016762604,0.00029213206,0.00025364064,0.00021514118,0.00078162225],"category_scores_gemma":[0.000051578536,0.00030787408,0.00031649973,0.00029333736,0.000020981914,0.00022557078,0.00005228256,0.00031465694,0.000024286071],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008127178,0.000012173797,0.000019978424,0.0002754296,0.0005505443,0.000008008766,0.0015893857,0.96662056,0.003459553,0.017025717,0.004323527,0.006033862],"study_design_scores_gemma":[0.0006572759,0.00007072155,0.00018878731,0.000042558306,0.000214524,0.00000580095,0.000043484913,0.9555402,0.0034025575,0.010162565,0.029301265,0.00037029438],"about_ca_topic_score_codex":0.000013522027,"about_ca_topic_score_gemma":0.00006393733,"teacher_disagreement_score":0.76919574,"about_ca_system_score_codex":0.00013854867,"about_ca_system_score_gemma":0.00004343947,"threshold_uncertainty_score":0.99993736},"labels":[],"label_agreement":null},{"id":"W4403786722","doi":"10.2139/ssrn.5000669","title":"Compression-Compression Fatigue of Quasi-Isotropic Laminates: Failure Mechanisms and Link between Dissipative Behavior and Fatigue Life","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"","keywords":"Compression (physics); Dissipative system; Isotropy; Materials science; Link (geometry); Structural engineering; Fatigue testing; Composite material; Engineering; Computer science; Physics","score_opus":0.010714086974702546,"score_gpt":0.2535706830356953,"score_spread":0.24285659606099275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403786722","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.65548,0.025437465,0.31734458,0.0003871688,0.00045430832,0.0005362128,0.00010740839,0.00015657881,0.00009622885],"genre_scores_gemma":[0.99017143,0.0069687627,0.0022272384,0.000004491209,0.0003631913,0.00002015642,0.00012311594,0.000074225136,0.000047393984],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9976192,0.00011513742,0.0006782542,0.00041125488,0.00034487265,0.00083124684],"domain_scores_gemma":[0.9990532,0.000081808714,0.00029298774,0.00026933302,0.000124655,0.00017803846],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.00031514812,0.00047050224,0.0007866184,0.000379499,0.00015384713,0.00016869418,0.00027807071,0.00041034995,0.000024252957],"category_scores_gemma":[0.000020020998,0.00039000108,0.00018531515,0.00017884967,0.00006156139,0.00010574395,0.00041221455,0.0036017108,7.8028114e-7],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016359662,0.00023413755,0.01912173,0.0052159256,0.009609412,0.00006500359,0.009613445,0.25638816,0.04099056,0.06506549,0.00041748118,0.5931151],"study_design_scores_gemma":[0.0029363018,0.0013602803,0.02403636,0.0067358785,0.0069693364,0.00022266606,0.00387058,0.3739932,0.010852863,0.56550324,0.00039806002,0.003121244],"about_ca_topic_score_codex":0.00005619987,"about_ca_topic_score_gemma":0.00016719657,"teacher_disagreement_score":0.58999383,"about_ca_system_score_codex":0.00027624163,"about_ca_system_score_gemma":0.00030424033,"threshold_uncertainty_score":0.99985516},"labels":[],"label_agreement":null},{"id":"W4403909133","doi":"10.1016/j.euromechsol.2024.105478","title":"Elastodynamic analysis of rotating solids by novel nodal position finite element method","year":2024,"lang":"en","type":"article","venue":"European Journal of Mechanics - A/Solids","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"NODAL; Finite element method; Position (finance); Physics; Structural engineering; Mathematical analysis; Geometry; Mechanics; Mathematics; Engineering; Anatomy","score_opus":0.0066203183596567055,"score_gpt":0.2375411080202385,"score_spread":0.2309207896605818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403909133","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020504097,0.00077838794,0.97743857,0.00006148905,0.00043038643,0.000054172306,0.000067128654,0.000053471296,0.0006123068],"genre_scores_gemma":[0.92910445,0.00020727757,0.07026878,0.000048247974,0.00018013717,5.830833e-7,0.00008073843,0.00006962482,0.000040169783],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979613,0.00019888896,0.0010021264,0.00018995056,0.00042322977,0.00022450548],"domain_scores_gemma":[0.9991058,0.00010883648,0.00028671176,0.00020164107,0.00019328,0.000103725615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012615662,0.00022920045,0.00048742868,0.00071341184,0.000061085295,0.000120715486,0.00026602676,0.00004142303,0.00014044273],"category_scores_gemma":[0.000031294043,0.00021213436,0.00048722452,0.0012389722,0.000007415644,0.0002033508,0.000053552492,0.00036468808,0.0000052115183],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013929435,0.000022673375,0.000008580527,0.000054951815,0.002107784,0.000032917807,0.00046145965,0.8527416,0.13565339,0.0006022487,0.00020439431,0.008096079],"study_design_scores_gemma":[0.00028081556,0.00018134562,0.00006479628,0.00014851977,0.0023890769,0.000036800644,0.00006977485,0.99067056,0.005252872,0.000077006946,0.0006348344,0.00019361242],"about_ca_topic_score_codex":0.000003131503,"about_ca_topic_score_gemma":0.0000050392005,"teacher_disagreement_score":0.90860033,"about_ca_system_score_codex":0.00011142439,"about_ca_system_score_gemma":0.000021401127,"threshold_uncertainty_score":0.8650588},"labels":[],"label_agreement":null},{"id":"W4404167316","doi":"10.1016/j.jsv.2024.118823","title":"A nonlinear dual-mode active vibration controller for hardening systems and its experimental application to a beam","year":2024,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Vibration; Nonlinear system; Structural engineering; Active vibration control; Dual (grammatical number); Beam (structure); Hardening (computing); Dual mode; Control theory (sociology); Vibration control; Controller (irrigation); Acoustics; Engineering; Materials science; Mechanical engineering; Physics; Computer science; Composite material; Aerospace engineering; Control (management); Artificial intelligence","score_opus":0.0067416286314975725,"score_gpt":0.25626566978286985,"score_spread":0.24952404115137228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404167316","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35362235,0.0018538353,0.64399505,0.000079571066,0.0001633891,0.00022732615,0.000012447508,0.000020888654,0.000025153306],"genre_scores_gemma":[0.99769926,0.000051308616,0.0017379756,0.000019189672,0.00044225922,0.000012235107,0.000015714595,0.000012217593,0.000009864318],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995331,0.000008495002,0.00022685676,0.00008335438,0.000089560024,0.000058614773],"domain_scores_gemma":[0.9997628,0.00003590748,0.000053119165,0.000025062222,0.000077093435,0.000046031226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007992669,0.00007676352,0.00013710716,0.00012742798,0.00006479105,0.00022952633,0.000017267545,0.000041284606,0.0000022058657],"category_scores_gemma":[0.00000756251,0.000065407876,0.000037072845,0.00008615673,0.000003859613,0.0004065374,0.00000532628,0.000053682274,5.2587023e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009452629,0.000010924309,0.000011593643,0.00009098241,0.00013197212,7.521213e-7,0.001858819,0.3219845,0.67122555,0.0007246496,0.00008318285,0.003782542],"study_design_scores_gemma":[0.00029986454,0.00012300618,0.000081390644,0.00004670605,0.000060470804,0.000025207924,0.00026738108,0.9734543,0.024991494,0.000092255024,0.00048531205,0.00007259665],"about_ca_topic_score_codex":0.0000014771545,"about_ca_topic_score_gemma":0.0000024475723,"teacher_disagreement_score":0.6514698,"about_ca_system_score_codex":0.000043026783,"about_ca_system_score_gemma":0.000007689895,"threshold_uncertainty_score":0.26672557},"labels":[],"label_agreement":null},{"id":"W4404740674","doi":"10.1061/jsendh.steng-13255","title":"Finite-Element Formulation for Lateral Torsional Buckling of Monosymmetric Beams Strengthened with Cover Plates","year":2024,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Buckling; Finite element method; Structural engineering; Cover (algebra); Engineering; Materials science; Geometry; Geology; Mathematics; Mechanical engineering","score_opus":0.003733153208815876,"score_gpt":0.1968450530013053,"score_spread":0.19311189979248944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404740674","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.714027,0.0009345143,0.28443387,0.000014708124,0.00043924266,0.00008185847,0.000017791339,0.00003807085,0.000012949416],"genre_scores_gemma":[0.9764392,0.00002917996,0.023236629,0.0000022381016,0.00023487172,0.0000013264015,0.000022887192,0.000026649692,0.000007047513],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913657,0.000003031855,0.00043847325,0.000077915145,0.00020326642,0.00014072987],"domain_scores_gemma":[0.99955124,0.00013922184,0.00008571701,0.000058573933,0.000117672425,0.00004759297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007980295,0.00014831874,0.00024250636,0.00041263434,0.000025085948,0.000055692268,0.00008041073,0.00004835107,0.000031691405],"category_scores_gemma":[0.000018151764,0.00010813149,0.00013623605,0.00034290805,0.000003679106,0.00031816287,0.000009348671,0.0001330896,2.003849e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003144259,0.0000014834227,0.00023055734,0.00017014692,0.00024553642,0.0000029135963,0.0001584382,0.9889661,0.006896712,0.00031586864,0.000017036056,0.002963781],"study_design_scores_gemma":[0.00034291475,0.00012420927,0.0018040315,0.0001659248,0.00011355994,0.000024427718,0.000012280581,0.98333544,0.013586368,0.00008859723,0.0002748024,0.00012745829],"about_ca_topic_score_codex":0.000002244466,"about_ca_topic_score_gemma":6.0801483e-7,"teacher_disagreement_score":0.2624122,"about_ca_system_score_codex":0.00009296472,"about_ca_system_score_gemma":0.0000144889755,"threshold_uncertainty_score":0.4409474},"labels":[],"label_agreement":null},{"id":"W4405565797","doi":"10.5267/j.esm.2024.10.001","title":"Retraction Note: Using the method of differential equations by quadratic to solve the free vibrations of columns under the effect of axial load and column weight","year":2024,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Column (typography); Vibration; Quadratic equation; Differential (mechanical device); Differential equation; Materials science; Structural engineering; Mathematics; Mechanics; Mathematical optimization; Mathematical analysis; Physics; Engineering; Geometry; Thermodynamics; Acoustics; Connection (principal bundle)","score_opus":0.0044873280712719645,"score_gpt":0.24103676935377433,"score_spread":0.23654944128250235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405565797","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.023789179,0.0004734108,0.9746445,0.000098689925,0.00061226066,0.00029184634,0.00003865194,0.000041078052,0.000010409817],"genre_scores_gemma":[0.9924416,0.000031599466,0.0073661,0.0000047607623,0.00009408694,0.000015563215,0.000009847371,0.000026846445,0.000009602068],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991917,0.000047640846,0.0003091735,0.000108940294,0.00023086289,0.0001116692],"domain_scores_gemma":[0.9989606,0.0006085506,0.00005507938,0.00029463568,0.000056646524,0.000024503177],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032954305,0.0001296036,0.00022034807,0.00007473066,0.00008751284,0.00005051308,0.00016119766,0.00008453447,0.000015334579],"category_scores_gemma":[0.000090031135,0.000080089325,0.00009875741,0.00045944296,0.000013729844,0.00007064545,0.00004645786,0.0002060432,2.0904025e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000040358395,0.0000029466626,4.6342976e-7,0.000080065955,0.00012803632,7.1702246e-8,0.00048911554,0.75653386,0.23815124,0.0041882503,0.00011127909,0.00031065303],"study_design_scores_gemma":[0.000092753,0.000057228623,0.000012881083,0.000053802643,0.0003382831,0.000002632219,0.000047435587,0.9119261,0.08714656,0.00015188815,0.000099657525,0.00007078757],"about_ca_topic_score_codex":0.00006609471,"about_ca_topic_score_gemma":0.00007857276,"teacher_disagreement_score":0.9686524,"about_ca_system_score_codex":0.000060978666,"about_ca_system_score_gemma":0.000022491782,"threshold_uncertainty_score":0.32659477},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"not_applicable","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"gpt","categories":["metaresearch","research_integrity"],"domain":"methods","study_design":"not_applicable","genre":"editorial","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"split"},{"id":"W4405615559","doi":"10.5267/j.esm.2024.8.004","title":"Generalized stiffness of laterally functionally graded materials and implementation to dynamic beam element","year":2024,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Stiffness; Structural engineering; Materials science; Beam (structure); Finite element method; Element (criminal law); Composite material; Engineering","score_opus":0.0033037673438714612,"score_gpt":0.22672039900457877,"score_spread":0.2234166316607073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405615559","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6772559,0.00030838576,0.32123795,0.000031268242,0.0007368467,0.00017557984,0.000040495008,0.00021026333,0.0000032893984],"genre_scores_gemma":[0.9948542,0.0001172593,0.0047398615,0.000013713461,0.00004929076,0.000024861083,0.00014318523,0.000039717037,0.000017915094],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992736,0.000005623652,0.00029253823,0.00015057632,0.00012875431,0.00014888024],"domain_scores_gemma":[0.9997833,0.000011747312,0.000017075587,0.00010428402,0.00003308219,0.000050528633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009636337,0.00014447972,0.00018974616,0.0002081394,0.00001969176,0.00006990259,0.00005528089,0.000040442355,0.000098894576],"category_scores_gemma":[0.0000032315263,0.00014826228,0.000037941732,0.00021063426,0.0000014277821,0.000081601414,0.000027340882,0.000047845886,0.000002509196],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028240713,0.0000016098503,5.2185936e-7,0.00011697739,0.000090746034,0.0000013309896,0.00013896618,0.49889788,0.4964238,0.002863122,0.00002919184,0.0014330134],"study_design_scores_gemma":[0.00020058143,0.00003084326,0.00039144428,0.000058374764,0.00008934946,0.000007136732,0.000018535986,0.89157856,0.106389605,0.00023437192,0.00079982635,0.0002013938],"about_ca_topic_score_codex":0.0000063680695,"about_ca_topic_score_gemma":0.000010813157,"teacher_disagreement_score":0.39268064,"about_ca_system_score_codex":0.00006993181,"about_ca_system_score_gemma":0.000008723637,"threshold_uncertainty_score":0.604596},"labels":[],"label_agreement":null},{"id":"W4406320408","doi":"10.1016/j.tws.2025.112947","title":"Nonlinear dynamics and resonance analysis of multilayer porous FG shallow shells reinforced with FG oblique stiffeners under two-term excitation","year":2025,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Oblique case; Excitation; Nonlinear system; Resonance (particle physics); Term (time); Materials science; Porosity; Mechanics; Structural engineering; Physics; Composite material; Engineering; Atomic physics","score_opus":0.003606353284087808,"score_gpt":0.2236014234788683,"score_spread":0.21999507019478048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406320408","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9025744,0.0005064249,0.095204346,0.00006287392,0.00009412932,0.00021269216,0.000035786143,0.000120083394,0.0011892368],"genre_scores_gemma":[0.9822792,0.00017060162,0.016798781,0.00010472431,0.000026475393,0.0000058018168,0.00028760455,0.00002810982,0.00029872925],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987346,0.00004078323,0.00043787833,0.00031888817,0.00024975222,0.00021809181],"domain_scores_gemma":[0.9991586,0.00010080879,0.00013028314,0.0003772968,0.0001723851,0.000060589933],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009351333,0.0002946217,0.0005569659,0.0006229046,0.00009227641,0.0000752278,0.00018344844,0.00014004554,0.00006717551],"category_scores_gemma":[0.000019181509,0.00024473833,0.00012252745,0.001121227,0.000073760944,0.00014580293,0.000042585398,0.00020226857,2.7149048e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000109114495,0.0000045222682,0.0013421527,0.00006993232,0.0013322545,0.0000035571884,0.0007442255,0.9846422,0.0035235388,0.005744669,0.000016990209,0.002466811],"study_design_scores_gemma":[0.00074351573,0.000029508084,0.06266341,0.00004066487,0.0010141893,0.0000020021707,0.00015673782,0.9330745,0.0015087222,0.00050817773,0.0000123142845,0.00024629492],"about_ca_topic_score_codex":0.00015573182,"about_ca_topic_score_gemma":0.001812844,"teacher_disagreement_score":0.07970475,"about_ca_system_score_codex":0.000117012416,"about_ca_system_score_gemma":0.000035378278,"threshold_uncertainty_score":0.998014},"labels":[],"label_agreement":null},{"id":"W4406673621","doi":"10.1016/b978-0-08-043003-4.50156-x","title":"10.1016/b978-0-08-043003-4.50156-x","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rotational symmetry; Piecewise; Minimax; Deflection (physics); Mathematics; Constant (computer programming); Geometry; Mathematical analysis; Mathematical optimization; Materials science; Physics; Computer science; Classical mechanics","score_opus":0.003283188664409495,"score_gpt":0.14433479647230182,"score_spread":0.14105160780789233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406673621","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[3.6863102e-7,0.0004979578,0.00005442589,0.000020485326,0.0000064195738,0.00017813542,0.000057357236,0.00035892415,0.9988259],"genre_scores_gemma":[0.00000450753,0.0000034449765,0.0003169544,0.0000146911,0.00037749836,0.0000060037523,0.0003448192,0.00014113444,0.9987909],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99889386,0.0000062798827,0.000326651,0.00030416084,0.00023226386,0.00023678507],"domain_scores_gemma":[0.99927354,0.000021139767,0.00004635551,0.0004603643,0.000056712637,0.00014191473],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000041497893,0.00041080228,0.00045800005,0.00028795915,0.00005440805,0.00007195492,0.00023733104,0.0002780997,0.99555963],"category_scores_gemma":[0.0000029934774,0.00043266403,0.00021488412,0.0000784746,0.000017316332,0.000059651196,0.000041489537,0.0002698847,0.97498465],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001866889,0.0000040770437,3.686287e-9,0.000028173283,0.00027393282,0.000012666348,0.000013365257,0.12232826,0.000015952284,0.000061001218,0.15577227,0.7214716],"study_design_scores_gemma":[0.00009463887,0.000034800945,5.326842e-7,0.000059675247,0.00018902711,0.0000067676065,6.469953e-8,0.008669961,0.000015741698,0.00010457386,0.99035305,0.00047118738],"about_ca_topic_score_codex":0.0000036166125,"about_ca_topic_score_gemma":6.8395406e-7,"teacher_disagreement_score":0.8345808,"about_ca_system_score_codex":0.00010597993,"about_ca_system_score_gemma":0.000014274728,"threshold_uncertainty_score":0.99981254},"labels":[],"label_agreement":null},{"id":"W4406673697","doi":"10.1016/b978-0-08-043003-4.50170-4","title":"10.1016/b978-0-08-043003-4.50170-4","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Conical surface; Instability; Nonlinear system; Vibration; Shell (structure); Mechanics; Physics; Materials science; Acoustics; Composite material","score_opus":0.003335658145121308,"score_gpt":0.1452236746144194,"score_spread":0.1418880164692981,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406673697","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[3.8023887e-7,0.00045723424,0.00005382984,0.000019281668,0.00000642357,0.00017813618,0.000058146758,0.00035491347,0.9988716],"genre_scores_gemma":[0.000004511634,0.0000035251592,0.00030940672,0.00001425816,0.00037324915,0.0000060363395,0.00033357,0.00014016908,0.9988153],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988987,0.000006172462,0.00032469598,0.00030433436,0.00022928287,0.00023685062],"domain_scores_gemma":[0.99926764,0.000021280925,0.000047220186,0.00046848773,0.000055101318,0.00014024794],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00004165565,0.00041086107,0.00045765034,0.00028605727,0.000057739464,0.00007411903,0.00024193048,0.00027841955,0.99530333],"category_scores_gemma":[0.0000030955996,0.00043280373,0.00021678004,0.00007382644,0.000017806102,0.00005963495,0.000042386604,0.00023318185,0.96979046],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018499242,0.0000039817246,3.8541366e-9,0.00002829116,0.0002709381,0.000012946028,0.000013170557,0.11178956,0.000015922586,0.00005911573,0.177305,0.7104826],"study_design_scores_gemma":[0.00009405576,0.00003419026,5.0807336e-7,0.000060488168,0.00018888201,0.000006849233,5.99883e-8,0.008571507,0.00001611782,0.0001081524,0.99044794,0.000471245],"about_ca_topic_score_codex":0.0000034793504,"about_ca_topic_score_gemma":8.866012e-7,"teacher_disagreement_score":0.81314296,"about_ca_system_score_codex":0.00010359092,"about_ca_system_score_gemma":0.000014037067,"threshold_uncertainty_score":0.99981236},"labels":[],"label_agreement":null},{"id":"W4406673960","doi":"10.1016/b978-0-08-043003-4.50129-7","title":"10.1016/b978-0-08-043003-4.50129-7","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Composite number; Shear (geology); Composite material; Structural engineering; Deformation (meteorology); Geometry; Mathematics; Engineering","score_opus":0.0032489112280133597,"score_gpt":0.1446688690061321,"score_spread":0.14141995777811875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406673960","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[3.9369894e-7,0.00050287193,0.000052800075,0.000019394041,0.000006129779,0.00017850388,0.00005816637,0.00035782097,0.99882394],"genre_scores_gemma":[0.00000488845,0.0000034115276,0.0003226962,0.000014479543,0.00038001512,0.00000606586,0.00033689386,0.000141452,0.9987901],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99889576,0.0000061644837,0.00032706547,0.00030217742,0.00022973007,0.0002391103],"domain_scores_gemma":[0.9992777,0.00002106781,0.000046457004,0.0004584329,0.000054864868,0.00014147042],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000041455125,0.0004112583,0.00045668014,0.00028652453,0.000055257286,0.000070769136,0.00023624008,0.00027818728,0.99568945],"category_scores_gemma":[0.0000029243508,0.00043295225,0.00021660043,0.00007786777,0.000017297994,0.000059920996,0.000042037096,0.00026843871,0.9740311],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018768493,0.000004198482,3.7894656e-9,0.000028751867,0.0002788716,0.0000123287255,0.000013230143,0.11518237,0.000016791957,0.000065731314,0.15362939,0.73074955],"study_design_scores_gemma":[0.000093229166,0.000033878823,5.786296e-7,0.000059212267,0.00019102037,0.000006766364,6.212058e-8,0.008309607,0.000016259863,0.00010666073,0.9907108,0.00047191564],"about_ca_topic_score_codex":0.0000037075456,"about_ca_topic_score_gemma":6.9195056e-7,"teacher_disagreement_score":0.83708143,"about_ca_system_score_codex":0.00010479352,"about_ca_system_score_gemma":0.000013640545,"threshold_uncertainty_score":0.99981225},"labels":[],"label_agreement":null},{"id":"W4406674051","doi":"10.1016/b978-0-08-043003-4.50146-7","title":"10.1016/b978-0-08-043003-4.50146-7","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Structural engineering; Materials science; Compression (physics); Composite material; Engineering","score_opus":0.003191763119022202,"score_gpt":0.14368324492959078,"score_spread":0.14049148181056859,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406674051","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[3.82892e-7,0.00049233035,0.000054183114,0.000019792891,0.000006379309,0.00017806857,0.00005617216,0.00035896734,0.9988337],"genre_scores_gemma":[0.000004956635,0.0000035064925,0.00031684822,0.000014723519,0.00037555044,0.0000060316397,0.00033609552,0.00014133,0.99880093],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988952,0.0000062544577,0.00032783355,0.00030487083,0.0002298991,0.00023590872],"domain_scores_gemma":[0.9992764,0.00002128375,0.00004663316,0.0004604995,0.000055224857,0.00013996522],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000041893272,0.00041109812,0.00045786798,0.00028675972,0.00005524002,0.000071608476,0.00023760393,0.0002775009,0.9955506],"category_scores_gemma":[0.0000029745702,0.00043282605,0.00021686431,0.00007681346,0.000017326744,0.00005812965,0.00004196818,0.00026824695,0.9748745],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018516257,0.0000040781247,3.6286976e-9,0.000028676985,0.00027864566,0.000012434427,0.000012742973,0.1205888,0.000016843658,0.000063588595,0.16069248,0.7182832],"study_design_scores_gemma":[0.000093397546,0.00003465053,5.4973884e-7,0.000059142567,0.00018665301,0.0000065835775,6.100629e-8,0.009021361,0.000016386668,0.000106374886,0.9900036,0.00047126753],"about_ca_topic_score_codex":0.0000037851164,"about_ca_topic_score_gemma":6.8848476e-7,"teacher_disagreement_score":0.8293111,"about_ca_system_score_codex":0.000102868325,"about_ca_system_score_gemma":0.000013803961,"threshold_uncertainty_score":0.99981236},"labels":[],"label_agreement":null},{"id":"W4407352573","doi":"10.1016/j.tws.2025.113063","title":"Buckling and postbuckling of embedded sandwich moderately thick plates with functionally graded graphene nanoplatelet-reinforced porous core and metallic face sheets","year":2025,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Core (optical fiber); Composite material; Buckling; Porosity; Graphene; Sandwich-structured composite; Metal; Porous medium; Structural engineering; Nanotechnology; Metallurgy; Engineering","score_opus":0.006046288797571292,"score_gpt":0.20499991329883896,"score_spread":0.19895362450126766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407352573","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896409,0.0026486297,0.0063540083,0.000056260425,0.00012813756,0.00027188796,0.000010508362,0.00017648967,0.0007131807],"genre_scores_gemma":[0.9937551,0.00035695263,0.0055260905,0.00008228093,0.000027080356,0.0000062530808,0.000080411686,0.000034824174,0.00013102483],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986344,0.000027527582,0.00045584908,0.00035043756,0.0002658067,0.0002659879],"domain_scores_gemma":[0.9992816,0.00011797216,0.00012235838,0.0002446012,0.00015191833,0.000081594495],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001084268,0.0003809717,0.00058970996,0.00032289856,0.00022387842,0.000121891084,0.00014138875,0.00018907373,0.000046982765],"category_scores_gemma":[0.00002368857,0.0003010291,0.00007318405,0.0004093987,0.00009352294,0.00018817153,0.00005960281,0.00028785763,2.159435e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042472326,0.0000058615196,0.00041570934,0.0002886417,0.0013256829,0.000012937422,0.0026500593,0.8879885,0.09432925,0.011058584,0.00004283366,0.0014572307],"study_design_scores_gemma":[0.0045503518,0.00026114626,0.021534903,0.00031493275,0.0011920045,0.00019651112,0.0010664561,0.8479381,0.09342011,0.028209507,0.00006364333,0.0012523197],"about_ca_topic_score_codex":0.00004772598,"about_ca_topic_score_gemma":0.00008443745,"teacher_disagreement_score":0.04005037,"about_ca_system_score_codex":0.00002566905,"about_ca_system_score_gemma":0.000036322832,"threshold_uncertainty_score":0.9999442},"labels":[],"label_agreement":null},{"id":"W4407472679","doi":"10.1088/1402-4896/adb5cd","title":"A meshless method for thermal vibration analysis of curved-edge trapezoidal plates made of laminated materials","year":2025,"lang":"en","type":"article","venue":"Physica Scripta","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Education and Child Care","funders":"Natural Science Foundation of Hainan Province; National Natural Science Foundation of China","keywords":"Enhanced Data Rates for GSM Evolution; Vibration; Materials science; Thermal; Acoustics; Structural engineering; Mechanics; Computer science; Physics; Engineering; Thermodynamics; Telecommunications","score_opus":0.006736893921977507,"score_gpt":0.25414732060012496,"score_spread":0.24741042667814744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407472679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58118784,0.00011439875,0.41769245,0.00003722046,0.00018117363,0.00018088649,0.00014436964,0.000050579612,0.0004110736],"genre_scores_gemma":[0.99003196,0.000009067177,0.009570985,0.00001240153,0.000025968018,0.000016427099,0.00024999655,0.000011779582,0.000071429036],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993078,0.000044102322,0.0003244855,0.00013649972,0.000083069965,0.0001040497],"domain_scores_gemma":[0.99954957,0.00004394295,0.000092133814,0.0001928486,0.00010723661,0.00001428919],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010798855,0.00011709609,0.00047032887,0.00029832456,0.000026368058,0.00002071353,0.00012265985,0.00004818553,0.000043689135],"category_scores_gemma":[0.000008195473,0.00010814748,0.00019799348,0.00093518896,0.000016599266,0.000099194694,0.000016440517,0.000031259777,2.112719e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028963188,0.0000245422,0.000053425545,0.000105865336,0.001567629,5.208202e-8,0.00024997833,0.12077464,0.87195176,0.001754442,0.00015846375,0.003330229],"study_design_scores_gemma":[0.00013677446,0.000010636942,0.0039927866,0.000010936278,0.0011139476,1.9297762e-8,0.000023069319,0.47279927,0.5216673,0.00014018748,0.000048001675,0.000057045894],"about_ca_topic_score_codex":0.000044575285,"about_ca_topic_score_gemma":0.000016998603,"teacher_disagreement_score":0.4088441,"about_ca_system_score_codex":0.000016588205,"about_ca_system_score_gemma":0.000008821802,"threshold_uncertainty_score":0.44101262},"labels":[],"label_agreement":null},{"id":"W4408123341","doi":"10.18280/mmep.120232","title":"Impact of Porosity Distribution on Vibration of Porous Functionally Graded Beams","year":2025,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Porosity; Vibration; Materials science; Distribution (mathematics); Composite material; Mathematics; Physics; Acoustics; Mathematical analysis","score_opus":0.007604971668493856,"score_gpt":0.20078769134662355,"score_spread":0.1931827196781297,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408123341","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35134023,0.000072446164,0.6483262,0.000005390907,0.000024545745,0.00005893399,0.0000073229603,0.000047805326,0.0001171189],"genre_scores_gemma":[0.9947364,0.000034086377,0.0051430836,0.000001131281,0.000009673788,0.000004610815,0.000050857354,0.000009279167,0.000010903132],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942094,0.0000046069686,0.00028649962,0.000094227464,0.00009821434,0.000095526375],"domain_scores_gemma":[0.9997352,0.000048962862,0.000033762397,0.000107837936,0.000046385634,0.00002789277],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000809906,0.00011324059,0.00022024673,0.00008634814,0.000021936896,0.000013732296,0.000039553306,0.00006227803,0.000006510418],"category_scores_gemma":[0.0000112468,0.00009661792,0.00007619129,0.0001896649,0.000012264739,0.00004825332,0.0000093760755,0.00008008586,3.5991155e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006310429,0.000027810143,0.00005960331,0.00035527433,0.00008044545,7.1388456e-8,0.000068586654,0.98529685,0.0041924296,0.009651055,0.000009425428,0.00025214689],"study_design_scores_gemma":[0.00012169823,0.000049886534,0.0008544045,0.00017766221,0.000046008387,9.583928e-7,0.0000020922257,0.9918184,0.0019163275,0.0049331617,0.0000034238049,0.00007597761],"about_ca_topic_score_codex":0.000008625526,"about_ca_topic_score_gemma":2.0895098e-7,"teacher_disagreement_score":0.64339614,"about_ca_system_score_codex":0.000039425384,"about_ca_system_score_gemma":0.0000063314274,"threshold_uncertainty_score":0.39399645},"labels":[],"label_agreement":null},{"id":"W4408301987","doi":"10.3390/machines13030225","title":"Nonlinear Vibration of Oblique-Stiffened Multilayer Functionally Graded Cylindrical Shells Under External Excitation with Internal and Superharmonic Resonances","year":2025,"lang":"en","type":"article","venue":"Machines","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Subharmonic function; Excitation; Vibration; Nonlinear system; Oblique case; Subharmonic; Physics; Acoustics; Materials science; Mechanics; Mathematical analysis; Mathematics; Quantum mechanics","score_opus":0.00440464255424466,"score_gpt":0.21331231999958708,"score_spread":0.20890767744534242,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408301987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74309075,0.00053222384,0.25578263,0.0001094041,0.00010098322,0.00006920663,0.0000046040223,0.00004039425,0.00026979932],"genre_scores_gemma":[0.98785156,0.00008210244,0.011797255,0.000062864194,0.000057452555,0.000005127364,0.000033162032,0.00001019853,0.000100272235],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994295,0.000021165966,0.00020844518,0.00013942308,0.00012387207,0.00007755404],"domain_scores_gemma":[0.999734,0.00005343557,0.00003596303,0.000080917875,0.00007278946,0.000022923867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000046006993,0.0001149478,0.00014971846,0.00015047484,0.000041678417,0.0000405824,0.000056613968,0.000044922675,0.000049651],"category_scores_gemma":[0.0000084826115,0.000088871995,0.000036622998,0.00020522643,0.000028765,0.00013206631,0.000016019156,0.00008563688,4.9329765e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004726113,0.0000850983,0.052093938,0.00020935603,0.00036439506,0.0000040343016,0.0004905137,0.7400385,0.17175189,0.002673836,0.000108222135,0.031707592],"study_design_scores_gemma":[0.0004709588,0.00004352887,0.22317272,0.00006445127,0.0000561581,0.0000034638324,0.000017167253,0.76867366,0.0066066957,0.0007233455,0.000071212744,0.00009661554],"about_ca_topic_score_codex":0.00004928449,"about_ca_topic_score_gemma":0.00016502592,"teacher_disagreement_score":0.24476083,"about_ca_system_score_codex":0.000022683302,"about_ca_system_score_gemma":0.000012763502,"threshold_uncertainty_score":0.36240947},"labels":[],"label_agreement":null},{"id":"W4408470958","doi":"10.1016/j.tws.2025.113196","title":"Vibro-acoustic analysis and suppression of corrugated sandwich panel structures with general boundary conditions","year":2025,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"National Natural Science Foundation of China; Natural Science Foundation of Shanghai","keywords":"Sandwich panel; Structural engineering; Sandwich-structured composite; Materials science; Acoustics; Composite material; Physics; Engineering; Core (optical fiber)","score_opus":0.004167792750324273,"score_gpt":0.21946514534259354,"score_spread":0.21529735259226926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408470958","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95669276,0.001065024,0.04031174,0.000037852315,0.00019115319,0.00021278913,0.00011987456,0.00018310657,0.0011856902],"genre_scores_gemma":[0.9940354,0.000114042414,0.005183302,0.00006009501,0.000045885994,0.0000071941645,0.00041720908,0.000024963447,0.00011186964],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99871135,0.000060395523,0.0004138594,0.00031934216,0.00025182875,0.00024321912],"domain_scores_gemma":[0.9992098,0.000080290716,0.000106363135,0.00038161493,0.00013940802,0.00008249948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000054330863,0.00031813316,0.0006099883,0.0006033681,0.00023113893,0.00011171306,0.00018744014,0.00015754293,0.000357631],"category_scores_gemma":[0.0000182885,0.00024197203,0.0001334318,0.0010880135,0.00015241861,0.00012072459,0.000057740122,0.00023312999,2.8408718e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011154144,0.000008743822,0.004967375,0.00014159911,0.0023357912,0.0000063187563,0.00054781075,0.92996144,0.058995456,0.0015311408,0.0008410979,0.0005516645],"study_design_scores_gemma":[0.0016365624,0.000091090755,0.40711567,0.00007500266,0.0050007184,0.000021771259,0.00024850923,0.54078877,0.03248857,0.011607992,0.0002771014,0.00064825156],"about_ca_topic_score_codex":0.00019523883,"about_ca_topic_score_gemma":0.0005107014,"teacher_disagreement_score":0.40214828,"about_ca_system_score_codex":0.00004257868,"about_ca_system_score_gemma":0.000043930086,"threshold_uncertainty_score":0.9867333},"labels":[],"label_agreement":null},{"id":"W4409291682","doi":"10.1080/15376494.2025.2486742","title":"Nonlinear thermal static and dynamic buckling of imperfect porous functionally graded cylindrical shells reinforced with oblique stiffeners embedded within nonuniform elastic medium","year":2025,"lang":"en","type":"article","venue":"Mechanics of Advanced Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Nonlinear system; Buckling; Structural engineering; Oblique case; Composite material; Imperfect; Thermal; Shell (structure); Engineering","score_opus":0.0021331342865903258,"score_gpt":0.1964875180594619,"score_spread":0.1943543837728716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409291682","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9478126,0.00016469917,0.05142144,0.000012628659,0.00026327893,0.0002037413,0.000049965474,0.000040064588,0.00003158284],"genre_scores_gemma":[0.97448367,0.00016384534,0.02520317,0.000019399029,0.000017181805,0.0000053987947,0.000070554226,0.000022780523,0.0000140118245],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99898654,0.00002268842,0.00046776095,0.00020007615,0.00016255789,0.00016036579],"domain_scores_gemma":[0.9994546,0.000069048234,0.00016239511,0.00015771187,0.00010888767,0.000047341367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009960746,0.00022861744,0.00048165026,0.00017096338,0.000056685494,0.000035193276,0.00008642731,0.000100547535,0.00003779832],"category_scores_gemma":[0.000029440316,0.00017306859,0.00003142206,0.00017173718,0.00003999842,0.00010956823,0.000039184266,0.00009470889,4.5207287e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019549887,0.000002550691,0.0000022942572,0.0002523022,0.00010451423,0.0000012776461,0.00017455015,0.4408984,0.555443,0.0024406144,4.475739e-7,0.00048455052],"study_design_scores_gemma":[0.0013078218,0.00032093524,0.00069886836,0.00017314764,0.00025040677,0.00001490193,0.00027326043,0.34365746,0.6478946,0.0051115872,0.0000032065304,0.0002937606],"about_ca_topic_score_codex":0.00001075053,"about_ca_topic_score_gemma":0.000020157668,"teacher_disagreement_score":0.09724093,"about_ca_system_score_codex":0.000025654383,"about_ca_system_score_gemma":0.00003898835,"threshold_uncertainty_score":0.7057532},"labels":[],"label_agreement":null},{"id":"W4409374004","doi":"10.1016/b978-0-443-23942-7.00014-0","title":"Coupled multiple plate systems and their stability characteristics","year":2025,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Stability (learning theory); Computer science; Materials science","score_opus":0.00750121247872078,"score_gpt":0.18436811477885767,"score_spread":0.17686690230013688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409374004","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012623862,0.0029974743,0.0014980517,0.0000055126384,0.00075665157,0.0005914268,0.00027735645,0.0002425912,0.9923686],"genre_scores_gemma":[0.24996403,0.00095406803,0.00032258514,0.00004341227,0.0004060345,0.00003376267,0.00044489335,0.00013573251,0.7476955],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990418,0.000011303595,0.0004174466,0.00027275475,0.00010149402,0.00015521685],"domain_scores_gemma":[0.9992762,0.00008473024,0.00009398682,0.0003916553,0.00008667802,0.000066730674],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009605744,0.00036597578,0.00061705965,0.00011113277,0.000070475115,0.000090730915,0.00011007719,0.00024439517,0.000045947792],"category_scores_gemma":[0.000008756876,0.0003155747,0.000120550234,0.000012958409,0.000040144103,0.000024066196,0.000059102982,0.0002824376,0.000004603031],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018635339,0.0000034967227,0.00010504054,0.0011365486,0.0006998065,0.000007820601,0.0004282967,0.0016249014,0.00048898766,0.0012370894,0.000059808728,0.99418956],"study_design_scores_gemma":[0.00025983903,0.000016789336,0.00013979523,0.00046822836,0.00026603238,0.0000057112225,0.000011035512,0.41247195,0.00006745803,0.0003460936,0.58537024,0.0005768343],"about_ca_topic_score_codex":0.0000010812003,"about_ca_topic_score_gemma":0.000025903051,"teacher_disagreement_score":0.9936127,"about_ca_system_score_codex":0.00008671456,"about_ca_system_score_gemma":0.000020818725,"threshold_uncertainty_score":0.9999296},"labels":[],"label_agreement":null},{"id":"W4409374082","doi":"10.1016/b978-0-443-23942-7.00002-4","title":"Mathematical methods and applications in the analysis of nonlinear vibrations","year":2025,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Nonlinear system; Vibration; Computer science; Acoustics; Physics","score_opus":0.007986030731850089,"score_gpt":0.2737903705140269,"score_spread":0.26580433978217677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409374082","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000009025793,0.0006411656,0.055849735,0.0000150411415,0.000011162455,0.00025871533,0.0000352015,0.000019926512,0.94316006],"genre_scores_gemma":[0.0044678017,0.0010330727,0.38453144,0.00028984444,0.00026650977,0.00029618386,0.0010269526,0.00010312462,0.6079851],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930936,0.000024424802,0.0003666221,0.00013738988,0.000097185075,0.000064995875],"domain_scores_gemma":[0.9993288,0.00020545127,0.00005998099,0.00034978153,0.000038213708,0.000017785476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017296901,0.00014963413,0.00042759883,0.00045108155,0.00003521984,0.000024587269,0.0001345324,0.000114482995,0.000052410913],"category_scores_gemma":[0.000005830083,0.00011063044,0.00017569476,0.00014364655,0.000039657545,0.000013475485,0.00002039075,0.00016707196,5.834579e-7],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.532854e-7,0.0000044040667,0.000006029802,0.00011023182,0.0010142764,3.436231e-7,0.0003896895,0.008766993,0.000034017274,0.065958925,0.000010898002,0.92370355],"study_design_scores_gemma":[0.00015284908,0.000012853328,0.0003934848,0.00017512706,0.012108791,0.000002032997,0.0000716148,0.5206848,0.000117796895,0.04726257,0.41852093,0.00049715425],"about_ca_topic_score_codex":2.6214394e-7,"about_ca_topic_score_gemma":0.00004620473,"teacher_disagreement_score":0.9232064,"about_ca_system_score_codex":0.000017281134,"about_ca_system_score_gemma":0.000011675206,"threshold_uncertainty_score":0.45113784},"labels":[],"label_agreement":null},{"id":"W4409374306","doi":"10.1016/b978-0-443-23942-7.00015-2","title":"Moment Lyapunov exponents and stochastic stability of the vibrationally isolated laminated plates","year":2025,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Lyapunov exponent; Moment (physics); Stability (learning theory); Lyapunov function; Mathematics; Materials science; Physics; Classical mechanics; Statistical physics; Mathematical analysis; Quantum mechanics; Nonlinear system; Computer science","score_opus":0.004604058937603362,"score_gpt":0.17855204498985805,"score_spread":0.1739479860522547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409374306","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009694272,0.0019131748,0.0061429124,0.00004896047,0.0004812117,0.0012034897,0.00019119392,0.00015353443,0.98017126],"genre_scores_gemma":[0.61108524,0.00009302537,0.0004940861,0.000049281698,0.00006618437,0.000022705168,0.00014971009,0.000072957475,0.38796684],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911296,0.000014491215,0.00038640774,0.0001997836,0.00018425065,0.00010211893],"domain_scores_gemma":[0.9994096,0.000047750797,0.000107494234,0.000303725,0.00010080087,0.00003059942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006604202,0.00024201283,0.00033779652,0.000101919344,0.000059529964,0.000023275978,0.00013363645,0.0001572131,0.000111170695],"category_scores_gemma":[0.000005883054,0.00018751217,0.00011418561,0.000029228146,0.00005486839,0.000024813993,0.000086578846,0.00019249084,0.0000010212244],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007315789,0.000022275206,0.00011605373,0.0009494519,0.0018943235,0.0000033136034,0.0016027786,0.05592842,0.006245849,0.007128788,0.00012477473,0.92591083],"study_design_scores_gemma":[0.0028421946,0.00028276956,0.004955259,0.005041478,0.00402028,0.000022451502,0.00007808863,0.8381346,0.008597581,0.026678115,0.10601168,0.0033355309],"about_ca_topic_score_codex":4.6051866e-7,"about_ca_topic_score_gemma":0.00002508419,"teacher_disagreement_score":0.9225753,"about_ca_system_score_codex":0.00006919251,"about_ca_system_score_gemma":0.000030072224,"threshold_uncertainty_score":0.76465243},"labels":[],"label_agreement":null},{"id":"W4409374808","doi":"10.1016/b978-0-443-23942-7.00012-7","title":"The purpose of an arch in the stability of nonlinear vibrations of coupled structures","year":2025,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Arch; Nonlinear system; Structural engineering; Stability (learning theory); Vibration; Engineering; Physics; Computer science; Acoustics","score_opus":0.007851424569549952,"score_gpt":0.22610536491254934,"score_spread":0.2182539403429994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409374808","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020732766,0.0022498586,0.0008081289,0.000036160418,0.00022628233,0.0013375522,0.00028054675,0.00003347031,0.97429526],"genre_scores_gemma":[0.9469568,0.0006264286,0.006907309,0.00004572483,0.00021844018,0.000042757147,0.00036335035,0.000094983385,0.04474417],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888843,0.000044102155,0.0006102599,0.00013308758,0.00023353013,0.00009055945],"domain_scores_gemma":[0.99886495,0.00018398621,0.00016827665,0.0006214337,0.0001452127,0.000016145399],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025485753,0.00017042644,0.0003964765,0.00012332082,0.0000424721,0.000013365467,0.00034348833,0.0001185038,0.000034144767],"category_scores_gemma":[0.0000180645,0.000106576495,0.00015848292,0.000050361046,0.0001286362,0.000022211236,0.00003841834,0.00024052901,9.271136e-8],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052111114,0.000020248748,0.000087056294,0.00061240455,0.00037459712,0.0000013332453,0.002324438,0.034703642,0.0030915588,0.022742802,0.000010102363,0.9359797],"study_design_scores_gemma":[0.0019687423,0.0005617566,0.004965678,0.0013585812,0.0023981687,0.000009625795,0.00076872116,0.68176526,0.032241315,0.07435493,0.19791256,0.0016946511],"about_ca_topic_score_codex":0.0000066341686,"about_ca_topic_score_gemma":0.0008603371,"teacher_disagreement_score":0.93428504,"about_ca_system_score_codex":0.00002268066,"about_ca_system_score_gemma":0.000058374102,"threshold_uncertainty_score":0.43460634},"labels":[],"label_agreement":null},{"id":"W4409574820","doi":"10.1002/zamm.70037","title":"Analytical investigation of temperature‐dependent thermal conductivities in functionally graded conical shells: General thermal boundary conditions","year":2025,"lang":"en","type":"article","venue":"ZAMM ‐ Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Science Foundation of Hunan Province; National Natural Science Foundation of China","keywords":"Thermal; Materials science; Conical surface; Mechanics; Boundary value problem; Boundary (topology); Thermal conductivity; Composite material; Thermodynamics; Physics; Mathematics; Mathematical analysis","score_opus":0.00885548825350219,"score_gpt":0.23867879454422658,"score_spread":0.2298233062907244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409574820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.932142,0.0012256871,0.061254755,0.00012391381,0.00044079695,0.0005046291,0.00003931503,0.000059444064,0.004209435],"genre_scores_gemma":[0.9798198,0.00026659132,0.019585222,0.000082271705,0.00011365607,0.000017177787,0.000027201451,0.00004422501,0.00004385663],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977944,0.00003616685,0.001192106,0.00022784217,0.00046319116,0.00028631478],"domain_scores_gemma":[0.99876976,0.00019673418,0.00040503347,0.00025598513,0.00024019853,0.00013231322],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007375375,0.0003555417,0.0008604893,0.0005754815,0.00011977663,0.00012757214,0.00023404055,0.00024890737,0.000093121285],"category_scores_gemma":[0.00003248622,0.00030069114,0.00017881131,0.00043863597,0.00006448486,0.00022059336,0.00007491807,0.00047129474,0.0000013362993],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005104933,0.00010253239,0.0000035244175,0.00039429127,0.00042554448,0.000007156573,0.0008066383,0.011428993,0.39436775,0.59211105,0.00008548654,0.00021601198],"study_design_scores_gemma":[0.0040548258,0.00032372063,0.00006746234,0.00086203945,0.0014762328,0.00011021101,0.0023212915,0.24181584,0.5193844,0.2285333,0.00024346613,0.00080722274],"about_ca_topic_score_codex":0.0000031072811,"about_ca_topic_score_gemma":0.0000132085,"teacher_disagreement_score":0.36357772,"about_ca_system_score_codex":0.000044280154,"about_ca_system_score_gemma":0.00015638243,"threshold_uncertainty_score":0.9999445},"labels":[],"label_agreement":null},{"id":"W4410118883","doi":"10.1016/j.ast.2025.110293","title":"Aerospace airflow and transient elastodynamic responses of the smart composite structures: Verification of the results via a machine learning algorithm","year":2025,"lang":"en","type":"article","venue":"Aerospace Science and Technology","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"King Saud University","keywords":"Transient (computer programming); Aerospace; Composite number; Airflow; Computer science; Algorithm; Artificial intelligence; Engineering; Mechanical engineering; Aerospace engineering","score_opus":0.001920603500918135,"score_gpt":0.1901464326247491,"score_spread":0.18822582912383096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410118883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.981311,0.00079525437,0.015308974,0.0020174535,0.00016798626,0.00018346886,0.0000144188825,0.00005874982,0.00014265518],"genre_scores_gemma":[0.9973403,0.00016082823,0.0024000579,0.000014911121,0.0000025509075,0.0000028760771,0.0000015525721,0.0000047598955,0.00007216625],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99925166,0.000030312996,0.00019139898,0.00020887097,0.00017913386,0.00013864755],"domain_scores_gemma":[0.9993908,0.00004140343,0.00008779455,0.00033157386,0.0001318087,0.000016662856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021279455,0.00010345856,0.0001620022,0.00021441399,0.0002667533,0.000020767278,0.0002903056,0.000082019214,7.5245225e-7],"category_scores_gemma":[0.000084692765,0.000066276785,0.000029870778,0.0019301047,0.00084110495,0.00006763989,0.00010941605,0.00019541143,6.198948e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003381013,0.000011059378,0.009056059,0.000042297914,0.000039940584,2.1994833e-7,0.0006676229,0.020388,0.9382197,0.0017961983,0.00003063399,0.029714435],"study_design_scores_gemma":[0.0006168339,0.000086722546,0.11223418,0.00010487902,0.00009932127,0.000014220622,0.00032905184,0.60201305,0.28266945,0.0007385399,0.0009285749,0.00016518268],"about_ca_topic_score_codex":0.0000533141,"about_ca_topic_score_gemma":0.00015763275,"teacher_disagreement_score":0.6555503,"about_ca_system_score_codex":0.000034659864,"about_ca_system_score_gemma":0.000038706276,"threshold_uncertainty_score":0.30990863},"labels":[],"label_agreement":null},{"id":"W4410773474","doi":"10.1016/j.jsv.2025.119209","title":"An equivalent plate model for assessing the dynamic behavior of highly damped sandwich plates","year":2025,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Agence Nationale de la Recherche","keywords":"Structural engineering; Engineering; Materials science; Physics; Mechanics","score_opus":0.010416453340642066,"score_gpt":0.29024953412986126,"score_spread":0.2798330807892192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410773474","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51147485,0.00017740711,0.48820895,0.0000305205,0.00005024644,0.00003684805,0.0000020794278,0.0000036924612,0.000015377202],"genre_scores_gemma":[0.99443793,0.00006860391,0.0054270313,0.000012563762,0.000030370395,0.0000010512291,0.000009977108,0.0000049208265,0.0000075572184],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995826,0.000009971527,0.00024776146,0.000040193285,0.000066621426,0.00005287229],"domain_scores_gemma":[0.9997147,0.000035103432,0.00010159197,0.000052717973,0.00008084422,0.000015052665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013393754,0.00005421427,0.00011483775,0.00008407797,0.00007873219,0.00009470025,0.000048893384,0.00003322744,0.0000017898449],"category_scores_gemma":[0.000005091354,0.00003684833,0.000046821322,0.0000727282,0.000010577971,0.00030588696,0.0000051779084,0.000054902048,1.4087547e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014205396,0.000013443669,0.000631923,0.0000350573,0.00004877159,1.7063248e-7,0.00032015092,0.88742644,0.10698058,0.00043964837,0.0000140492,0.00407555],"study_design_scores_gemma":[0.00023183193,0.000029480056,0.0045399866,0.000026231754,0.00016239056,0.0000025109196,0.0000855762,0.9899948,0.0023283921,0.0025572777,0.0000044650114,0.000037043217],"about_ca_topic_score_codex":8.858791e-7,"about_ca_topic_score_gemma":0.000008524914,"teacher_disagreement_score":0.48296306,"about_ca_system_score_codex":0.000019627536,"about_ca_system_score_gemma":0.000013883907,"threshold_uncertainty_score":0.15026313},"labels":[],"label_agreement":null},{"id":"W4410946360","doi":"10.1016/j.mechmat.2025.105399","title":"Inverse design of interpenetrating phase composites with targeted stiffness through deep learning","year":2025,"lang":"en","type":"article","venue":"Mechanics of Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Saint Mary’s University","keywords":"Materials science; Composite material; Stiffness; Inverse; Phase (matter); Structural engineering; Geometry; Mathematics","score_opus":0.007667596858742616,"score_gpt":0.22613632854537694,"score_spread":0.21846873168663433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410946360","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35459536,0.000077703495,0.645008,0.0000032982339,0.00010728958,0.0001015541,0.000005552732,0.000043667937,0.00005756362],"genre_scores_gemma":[0.95500696,0.00003709721,0.04486995,0.000008025117,0.000011060001,0.0000050216545,0.00003967096,0.000015393336,0.000006815972],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992868,0.0000651218,0.00034498356,0.000108794266,0.0000808117,0.00011352982],"domain_scores_gemma":[0.9995905,0.000050098533,0.00012085193,0.00012959591,0.00009544542,0.000013489884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015742556,0.00012374627,0.00033207147,0.00009669258,0.000038176964,0.000027172315,0.00011407319,0.000052040974,0.00009916059],"category_scores_gemma":[0.000021081492,0.00010943124,0.000029002595,0.00022853223,0.000010347451,0.00009691008,0.000033992277,0.000047331145,5.7727823e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005679499,0.000011174467,0.000003256705,0.00010249081,0.00008328419,5.746817e-7,0.00016902636,0.42403993,0.5743652,0.0007708121,0.0000070696287,0.0003903648],"study_design_scores_gemma":[0.00040078672,0.00006304849,0.0000067525043,0.00009828018,0.00007588183,6.6380727e-7,0.00007466159,0.31975746,0.67905325,0.0003885876,0.000009107109,0.00007148832],"about_ca_topic_score_codex":0.000028072223,"about_ca_topic_score_gemma":0.000010474351,"teacher_disagreement_score":0.6004116,"about_ca_system_score_codex":0.000019542,"about_ca_system_score_gemma":0.000009644731,"threshold_uncertainty_score":0.44624767},"labels":[],"label_agreement":null},{"id":"W4410961148","doi":"10.1080/15397734.2025.2505190","title":"Shell finite element formulations of ovalized thin-walled pipes","year":2025,"lang":"en","type":"article","venue":"Mechanics Based Design of Structures and Machines","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alberta Energy; University of Ottawa; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Teachers College; Mitacs","keywords":"Finite element method; Shell (structure); Structural engineering; Materials science; Mathematics; Composite material; Engineering","score_opus":0.0066706270744020125,"score_gpt":0.219528753351622,"score_spread":0.21285812627721998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410961148","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007149559,0.00073462527,0.9914057,0.00003864365,0.00011935047,0.00021461783,0.000029024804,0.00004789512,0.0002605775],"genre_scores_gemma":[0.9362356,0.00013804698,0.06349397,0.00004719,0.000012050931,0.0000051833586,0.0000373219,0.000011782101,0.000018879238],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99925756,0.00003248316,0.00034835353,0.00012903445,0.00012512994,0.0001074187],"domain_scores_gemma":[0.9994971,0.00012564455,0.00008200891,0.00018037412,0.00008833095,0.000026514486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000113665235,0.00015582003,0.0002968441,0.00023506176,0.000058764454,0.00001830725,0.00010263321,0.00006677107,0.000083760155],"category_scores_gemma":[0.00002608365,0.00012797759,0.00008238099,0.000254953,0.000011184243,0.00004675935,0.000024990508,0.00006504691,6.812354e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048253023,0.000007735473,0.000055196844,0.000155714,0.00011606481,2.7773507e-7,0.00006436248,0.92295134,0.027680842,0.045140885,0.00009163055,0.0036877028],"study_design_scores_gemma":[0.00056652335,0.000036651843,0.00025253172,0.000029852423,0.00014131264,2.87603e-7,0.0000083902205,0.92292905,0.024921225,0.05088622,0.00012758924,0.00010037695],"about_ca_topic_score_codex":0.00002989717,"about_ca_topic_score_gemma":0.000019253719,"teacher_disagreement_score":0.929086,"about_ca_system_score_codex":0.000013289465,"about_ca_system_score_gemma":0.000021253014,"threshold_uncertainty_score":0.52187747},"labels":[],"label_agreement":null},{"id":"W4410981381","doi":"10.1139/tcsme-2025-0029","title":"Semi-analytical modeling and thermomechanical coupling vibration analysis of hard-coating thin-walled cylindrical shell under thermal environments and arbitrary boundary conditions","year":2025,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Coating; Materials science; Shell (structure); Thermal; Vibration; Coupling (piping); Boundary value problem; Thermomechanical analysis; Composite material; Thermal analysis; Boundary (topology); Finite element method; Structural engineering; Mechanics; Mechanical engineering; Thermal expansion; Engineering; Physics; Mathematical analysis; Mathematics; Acoustics; Thermodynamics","score_opus":0.007290813298319115,"score_gpt":0.2001094452080018,"score_spread":0.19281863190968268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410981381","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24494988,0.00018183926,0.7543597,0.00016166025,0.00006790134,0.00016874554,0.00006589583,0.000026053523,0.000018309987],"genre_scores_gemma":[0.99197745,0.000047849415,0.007819434,0.00006528867,0.000012418945,0.00001425182,0.0000295475,0.000020257725,0.000013494605],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990783,0.000009375054,0.00038509496,0.0001920413,0.0001365848,0.00019864817],"domain_scores_gemma":[0.9994973,0.00013480027,0.000038209597,0.00018695838,0.000029757808,0.000112974856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017262471,0.00015707633,0.00034791784,0.00017162826,0.00023585044,0.000035843925,0.00011791821,0.00017959707,0.000022834833],"category_scores_gemma":[0.00001343331,0.00014640392,0.00046604118,0.0005232868,0.000042745272,0.00009832388,0.0000113319575,0.00024920751,4.9841713e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003662863,0.000007954002,0.000015771973,0.00005284114,0.0017017263,6.3535595e-8,0.00009774399,0.96583307,0.028709896,0.0034769322,0.0000019717108,0.000098380944],"study_design_scores_gemma":[0.00022991211,0.000011122631,0.00040750983,0.000035041976,0.0023229572,6.987017e-7,0.000079931546,0.993982,0.0024751145,0.00032408012,0.000010600974,0.00012100613],"about_ca_topic_score_codex":0.0005325134,"about_ca_topic_score_gemma":0.0014745475,"teacher_disagreement_score":0.7470276,"about_ca_system_score_codex":0.00016393566,"about_ca_system_score_gemma":0.00005863103,"threshold_uncertainty_score":0.5970178},"labels":[],"label_agreement":null},{"id":"W4412025146","doi":"10.1016/j.engstruct.2025.120829","title":"Effect of piecewise nanocomposite characteristics on nonlinear thermal buckling of GPL-reinforced joined conical shells","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"King Khalid University; China Railway; Canada Research Coordinating Committee","keywords":"Buckling; Conical surface; Materials science; Nanocomposite; Composite material; Nonlinear system; Piecewise; Thermal; Structural engineering; Mathematics; Engineering; Mathematical analysis; Physics","score_opus":0.001288286409878021,"score_gpt":0.1972019924703669,"score_spread":0.19591370606048888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412025146","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97530365,0.00019698711,0.022770504,0.000009969326,0.00054530846,0.00021197503,0.000032665725,0.00015967106,0.0007692994],"genre_scores_gemma":[0.9959517,0.000016259359,0.0037915974,0.000016409413,0.00010954934,0.0000042471625,0.00005117053,0.000032080527,0.000026966793],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989406,0.00002285552,0.00049284723,0.000162562,0.0001728304,0.00020832439],"domain_scores_gemma":[0.9992947,0.0002188361,0.00008150484,0.00030143055,0.000057083376,0.00004642864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010590468,0.00027361469,0.00055204943,0.0002787119,0.000029910138,0.000022362834,0.00019288271,0.00013157516,0.000051264007],"category_scores_gemma":[0.00006451394,0.00023634927,0.00017734853,0.00032169395,0.000026826683,0.000048237966,0.000035842593,0.00021955113,8.5635224e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006119871,0.00000275455,0.00011955401,0.00043079513,0.00017815935,0.0000015342447,0.00004725844,0.81734735,0.17786111,0.0007195254,0.000013671901,0.003217123],"study_design_scores_gemma":[0.00044173465,0.00010050936,0.0053904955,0.00016815867,0.00011294384,0.000001156982,0.0000012150477,0.582026,0.4114531,0.0000055057753,0.00014369636,0.00015550073],"about_ca_topic_score_codex":0.000004888498,"about_ca_topic_score_gemma":1.2855048e-7,"teacher_disagreement_score":0.23532133,"about_ca_system_score_codex":0.00004052959,"about_ca_system_score_gemma":0.0000125694105,"threshold_uncertainty_score":0.9638043},"labels":[],"label_agreement":null},{"id":"W4412078616","doi":"10.18280/rcma.350317","title":"Buckling Analysis of Composites Plates Using Four Variable Refined Plate Theory","year":2025,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Buckling; Composite material; Plate theory; Variable (mathematics); Materials science; Structural engineering; Mathematics; Engineering; Finite element method; Mathematical analysis","score_opus":0.033420688617579714,"score_gpt":0.27336749237498864,"score_spread":0.23994680375740893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412078616","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09637008,0.02659098,0.86777943,0.00014591483,0.0007930665,0.00034204702,0.00021844491,0.0002159142,0.0075441143],"genre_scores_gemma":[0.3182971,0.0034135322,0.6754659,0.0001428404,0.00017729551,0.000011526626,0.00042481383,0.00011918878,0.0019478388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.996175,0.00049065234,0.0014977095,0.0007418612,0.000292722,0.00080203795],"domain_scores_gemma":[0.996379,0.0014245195,0.00048988714,0.0009113701,0.00061053276,0.00018467156],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008929964,0.0007638405,0.001878203,0.0018532183,0.00047050597,0.00035998432,0.000581049,0.000414694,0.00049819733],"category_scores_gemma":[0.00015105134,0.00079261046,0.00081029435,0.0047643622,0.00036965893,0.000554816,0.00028339744,0.0005298762,0.000014623784],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014661599,0.000117691445,0.004427862,0.0017871623,0.008869559,0.00003068183,0.001138896,0.8411604,0.088372685,0.04910604,0.000056537927,0.0047858385],"study_design_scores_gemma":[0.00062243163,0.00007122729,0.0037746371,0.0023947384,0.010211874,0.000046329344,0.00009501617,0.9576168,0.010640645,0.012295785,0.0015397414,0.0006907627],"about_ca_topic_score_codex":0.0006589104,"about_ca_topic_score_gemma":0.00022984429,"teacher_disagreement_score":0.22192702,"about_ca_system_score_codex":0.000578802,"about_ca_system_score_gemma":0.0001026997,"threshold_uncertainty_score":0.9994525},"labels":[],"label_agreement":null},{"id":"W4412454008","doi":"10.1016/j.compstruct.2025.119489","title":"Dynamic instability of elastically supported functionally graded porous arches reinforced with graphene platelets under a general dynamic load","year":2025,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Materials science; Graphene; Instability; Dynamic load testing; Arch; Composite material; Porosity; Structural engineering; Mechanics; Engineering; Nanotechnology; Physics","score_opus":0.003601534793218836,"score_gpt":0.20860686741908577,"score_spread":0.20500533262586693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412454008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81471664,0.00026975072,0.18338214,0.00006609331,0.00021118208,0.00022671199,0.000032256503,0.00019284792,0.0009023728],"genre_scores_gemma":[0.9854372,0.00003689109,0.013943191,0.00008152054,0.000014784987,0.000008408392,0.0003271893,0.00003298887,0.00011779466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99826694,0.000054310854,0.00056634186,0.00037736827,0.00041179577,0.00032327638],"domain_scores_gemma":[0.99893934,0.00011649011,0.0001104728,0.00045820637,0.00028494507,0.000090570305],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008861444,0.00037034866,0.00050920947,0.00033343374,0.00014408115,0.000060867536,0.00026633716,0.00017366066,0.000095858704],"category_scores_gemma":[0.000018761057,0.0003096763,0.00015411485,0.0007160997,0.00018179105,0.0001223057,0.00006274632,0.00036488974,8.5840435e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025447097,0.0000129362315,0.0009262048,0.00015418603,0.00057131675,0.000006324062,0.0001327653,0.8349412,0.15809833,0.0038705647,0.00002475496,0.0010069301],"study_design_scores_gemma":[0.0017899987,0.00020345274,0.33941996,0.00010594024,0.0005077946,0.000055306096,0.000050907263,0.62739277,0.01775638,0.01197885,0.000073487725,0.0006651734],"about_ca_topic_score_codex":0.00005987486,"about_ca_topic_score_gemma":0.0003198111,"teacher_disagreement_score":0.33849376,"about_ca_system_score_codex":0.00023241038,"about_ca_system_score_gemma":0.00014892811,"threshold_uncertainty_score":0.9999355},"labels":[],"label_agreement":null},{"id":"W4412731641","doi":"10.1016/j.compstruct.2025.119526","title":"Influence of non-uniform temperature gradient on thermal post-buckling and vibration response of bi-directional functional graded composite plates","year":2025,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Buckling; Composite number; Materials science; Vibration; Temperature gradient; Composite material; Thermal; Structural engineering; Acoustics; Engineering; Physics","score_opus":0.002998090947327723,"score_gpt":0.19959283753748852,"score_spread":0.1965947465901608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412731641","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977225,0.0003208753,0.0012414242,0.0000626388,0.00021181807,0.00017791145,0.000049160866,0.00006905628,0.0001445846],"genre_scores_gemma":[0.99734426,0.000029235865,0.0023284408,0.00008571441,0.00004582686,0.0000048137904,0.00012754298,0.000017324564,0.000016845475],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99887496,0.000056922323,0.00043061172,0.00024087743,0.00023800018,0.00015859671],"domain_scores_gemma":[0.9992302,0.00015634525,0.00011727548,0.00021773414,0.00022763493,0.00005078626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009897784,0.0002496078,0.00033932162,0.0004914955,0.00016715536,0.00004776791,0.00012900768,0.00013508,0.000016347813],"category_scores_gemma":[0.000019091527,0.00022071638,0.0001044924,0.00047212196,0.00009848427,0.00015954775,0.000044876215,0.00022052423,3.7405567e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037595455,0.000009066613,0.0016129992,0.000058506997,0.000110223686,7.6462373e-7,0.00015771626,0.48933968,0.5077777,0.00037312435,0.000024182404,0.00016007562],"study_design_scores_gemma":[0.00045031682,0.00009277059,0.5785968,0.00011881457,0.00007453879,0.000009993998,0.000025372643,0.040838867,0.3793094,0.0003081357,0.000014206093,0.00016081046],"about_ca_topic_score_codex":0.000026630203,"about_ca_topic_score_gemma":0.0000103606835,"teacher_disagreement_score":0.5769838,"about_ca_system_score_codex":0.000055791705,"about_ca_system_score_gemma":0.000032254695,"threshold_uncertainty_score":0.9000553},"labels":[],"label_agreement":null},{"id":"W4413461911","doi":"10.2139/ssrn.5393551","title":"Assessment of a Forced Response-Based Numerical Dynamic Homogenization Approach for the Vibroacoustics of Elastic Classical and Complex Periodic Structures","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Homogenization (climate); Mathematics; Mathematical analysis; Classical mechanics; Applied mathematics; Computer science; Mechanics; Physics","score_opus":0.006580907534346052,"score_gpt":0.2547951742642206,"score_spread":0.24821426672987454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413461911","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02424777,0.0014059976,0.9736318,0.00007553609,0.0001322998,0.00038375403,0.00006894381,0.000023180139,0.00003069929],"genre_scores_gemma":[0.97113854,0.0005416382,0.028037865,0.000007985671,0.00005154887,0.000018066588,0.0001518842,0.000026848515,0.000025645251],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982985,0.00012893355,0.0005475185,0.00020944256,0.00027012,0.0005454503],"domain_scores_gemma":[0.9988646,0.0003444651,0.00028410525,0.00025155503,0.00021599402,0.000039261056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005662885,0.0002536816,0.0005088002,0.00024942204,0.00014173677,0.00005936642,0.0002852968,0.00018781783,0.000006358269],"category_scores_gemma":[0.00006427771,0.00019106308,0.00025482677,0.00023132595,0.000081855105,0.000023733206,0.00007429022,0.0012187678,1.1135682e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017771685,0.000019107336,0.00014747663,0.00026055894,0.0007149172,1.2682712e-7,0.000050158957,0.989946,0.0019443852,0.004198756,0.000010088273,0.0025306933],"study_design_scores_gemma":[0.0005490277,0.00015172028,0.0053050146,0.00003831075,0.0009042926,0.000015150003,0.00013593626,0.9878509,0.00005114926,0.0048209066,0.000022323684,0.0001552461],"about_ca_topic_score_codex":0.000006010998,"about_ca_topic_score_gemma":0.000025457824,"teacher_disagreement_score":0.9468908,"about_ca_system_score_codex":0.0005823243,"about_ca_system_score_gemma":0.0013769409,"threshold_uncertainty_score":0.7791326},"labels":[],"label_agreement":null},{"id":"W4414037172","doi":"10.1016/j.tws.2025.113925","title":"Nonlinear dynamics of PFG cylindrical shells reinforced with oblique stiffeners under viscous fluid flow","year":2025,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Petroleum Technology Research Centre","keywords":"Oblique case; Nonlinear system; Mechanics; Flow (mathematics); Dynamics (music); Fluid dynamics; Materials science; Geology; Physics; Acoustics","score_opus":0.003139214195041768,"score_gpt":0.2065892055087442,"score_spread":0.20344999131370245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414037172","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.397246,0.0004322427,0.58715117,0.00034815745,0.00055423164,0.00046163367,0.000054012813,0.00042372392,0.013328829],"genre_scores_gemma":[0.96405625,0.000089339475,0.03495324,0.00016043251,0.000076556214,0.000004839082,0.00022181476,0.00004279662,0.00039470254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99868447,0.00003452957,0.00045058783,0.00026797352,0.00028975843,0.0002726816],"domain_scores_gemma":[0.99916714,0.00007748504,0.0000788537,0.0004507493,0.00014903912,0.000076717784],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00007168631,0.00031913494,0.00049572834,0.00029619367,0.000087599736,0.00006161107,0.00029677167,0.00020645671,0.00017268484],"category_scores_gemma":[0.00002042696,0.00025028893,0.00013653647,0.00057514024,0.00008005905,0.000098043536,0.0000568519,0.00030283013,0.0000016777949],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010522401,0.000005453205,0.000029252975,0.00008486361,0.0003675625,0.00000455277,0.00025802315,0.9853031,0.004172433,0.008083486,0.00023063696,0.0013554319],"study_design_scores_gemma":[0.0006851242,0.00005628352,0.0006152802,0.000047570276,0.00017504217,0.0000065149784,0.000107696775,0.9854873,0.010803083,0.0016319845,0.00011164669,0.00027250976],"about_ca_topic_score_codex":0.00004682796,"about_ca_topic_score_gemma":0.00018538424,"teacher_disagreement_score":0.56681025,"about_ca_system_score_codex":0.00014966597,"about_ca_system_score_gemma":0.00007596341,"threshold_uncertainty_score":0.99999493},"labels":[],"label_agreement":null},{"id":"W4414178498","doi":"10.1080/15397734.2025.2554349","title":"Divergence and flutter analyses of functionally graded porous trapezoidal plates reinforced with graphene platelets under thermal loading","year":2025,"lang":"en","type":"article","venue":"Mechanics Based Design of Structures and Machines","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Iron Ore Company (Canada)","funders":"","keywords":"Flutter; Graphene; Thermal; Divergence (linguistics); Porosity; Thermal conductivity","score_opus":0.010425159561490526,"score_gpt":0.21964544895809748,"score_spread":0.20922028939660695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414178498","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41674694,0.0006908603,0.5823381,0.000020964568,0.00005237564,0.000094047835,0.000009671181,0.00002818484,0.000018845585],"genre_scores_gemma":[0.98976594,0.00010264258,0.010017259,0.000059161684,0.000011018332,0.0000025195648,0.000020983398,0.000012507603,0.000007947563],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928725,0.000029001583,0.0002501575,0.00016766343,0.00014823113,0.00011769658],"domain_scores_gemma":[0.9995897,0.00010318031,0.000082049744,0.000117343196,0.00007413248,0.000033622793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007555896,0.00019117219,0.0002938954,0.00024391914,0.00008634613,0.000024447236,0.000075799966,0.000080580845,0.000034415847],"category_scores_gemma":[0.000007150444,0.00013834267,0.000047876303,0.00027015328,0.00003231004,0.00007852033,0.000019205541,0.00010061707,1.9179305e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011825373,0.0000022006532,0.00019082273,0.00009033403,0.00022211488,0.0000011631676,0.000045080582,0.6866328,0.30856544,0.0032027697,0.000006448592,0.0009225945],"study_design_scores_gemma":[0.0006418042,0.00010730275,0.003949896,0.000051547762,0.00029570775,0.0000058193273,0.000028296627,0.79624283,0.19272214,0.0057765623,0.000001890435,0.00017617694],"about_ca_topic_score_codex":0.00006056954,"about_ca_topic_score_gemma":0.000011637517,"teacher_disagreement_score":0.573019,"about_ca_system_score_codex":0.000008001046,"about_ca_system_score_gemma":0.000020196834,"threshold_uncertainty_score":0.564145},"labels":[],"label_agreement":null},{"id":"W4414934996","doi":"10.1080/15397734.2025.2563683","title":"Refined three-variable theory for the bending response of multidirectional functionally graded nanobeams","year":2025,"lang":"en","type":"article","venue":"Mechanics Based Design of Structures and Machines","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Artificial Intelligence in Medicine (Canada)","funders":"Jazan University","keywords":"Bending; Functionally graded material; Timoshenko beam theory; Vibration; Work (physics); Finite element method; Buckling","score_opus":0.0074478966047773956,"score_gpt":0.21267539913785918,"score_spread":0.20522750253308178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414934996","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0067481305,0.0013503644,0.9911306,0.00006216484,0.000342024,0.00026011746,0.000046573106,0.00003628525,0.000023740407],"genre_scores_gemma":[0.9404152,0.000038570342,0.05934453,0.000058390866,0.000032537668,0.000022944503,0.00002516988,0.000015808615,0.00004683837],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931175,0.00006606671,0.00025986187,0.00014052048,0.00011799172,0.000103842125],"domain_scores_gemma":[0.9985917,0.0010289934,0.00007800293,0.00016304287,0.00011967418,0.000018567987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005160769,0.00014286375,0.0002175354,0.0001699613,0.00014786763,0.000018849796,0.00010994661,0.0000728244,0.00004642296],"category_scores_gemma":[0.00012617614,0.000098439916,0.000084292864,0.00026552056,0.000021837282,0.000038501603,0.000019423991,0.000070429465,2.3644088e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010632316,0.00000641979,0.000029696415,0.000094096395,0.00019803488,9.120834e-8,0.000021899361,0.7083752,0.15965138,0.12469797,0.00013165272,0.005730338],"study_design_scores_gemma":[0.000500795,0.00005472323,0.00097505917,0.000027318634,0.00017208494,0.0000011277283,0.0000108191725,0.84332675,0.025653653,0.12900396,0.00018819506,0.00008552204],"about_ca_topic_score_codex":0.000015739182,"about_ca_topic_score_gemma":0.00001343938,"teacher_disagreement_score":0.93366706,"about_ca_system_score_codex":0.000019820496,"about_ca_system_score_gemma":0.000043631226,"threshold_uncertainty_score":0.40142632},"labels":[],"label_agreement":null},{"id":"W4415820736","doi":"10.1007/s00419-025-02976-4","title":"Thickness prediction and uniformity optimization in AFP of composite conical shells via fiber accumulation modeling","year":2025,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Artificial Intelligence in Medicine (Canada)","funders":"Fundamental Research Funds for the Central Universities","keywords":"Conical surface; Parametric statistics; Composite number; Finite element method; Fiber; Curvature; Shell (structure)","score_opus":0.0063765680053534755,"score_gpt":0.2134272442149177,"score_spread":0.20705067620956424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415820736","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06500796,0.000034473083,0.93257934,0.0000066400785,0.000037799775,0.00017834413,0.000013153498,0.000028189512,0.0021140717],"genre_scores_gemma":[0.95247746,0.00010572256,0.04727555,0.000007826943,0.0000070335386,0.00000456522,0.00011126862,0.000008766346,0.0000017859312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99934554,0.000013206733,0.00033850808,0.00012728505,0.00009225419,0.00008319608],"domain_scores_gemma":[0.9997127,0.000048368336,0.00005465551,0.00012102263,0.000043977558,0.000019251926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011005095,0.00009367694,0.00020688926,0.00019452634,0.00002581632,0.000007624035,0.000058840124,0.00007181048,0.0000104530045],"category_scores_gemma":[0.0000039926217,0.00009953642,0.000031027335,0.00024793725,0.000011821368,0.000064685955,0.000040440726,0.00010175972,1.919453e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047843194,0.000012742959,0.00005017873,0.00008757854,0.00003332922,6.957481e-8,0.00016885252,0.96550983,0.019313507,0.011954191,0.000001646748,0.0028202562],"study_design_scores_gemma":[0.00035878675,0.000010948563,0.000188613,0.000049004433,0.00005539053,3.4484998e-7,0.000023995015,0.98059386,0.0061040022,0.012546802,0.000003975351,0.00006425215],"about_ca_topic_score_codex":0.000014064763,"about_ca_topic_score_gemma":0.000017381359,"teacher_disagreement_score":0.88746953,"about_ca_system_score_codex":0.00002640277,"about_ca_system_score_gemma":0.000011168682,"threshold_uncertainty_score":0.4058977},"labels":[],"label_agreement":null},{"id":"W4415985948","doi":"10.1016/j.compstruct.2025.119794","title":"Stiffness design method of Gyroid-based functionally graded lattice structures with variable porosity controlled by load path","year":2025,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Mitacs; National Natural Science Foundation of China","keywords":"Porosity; Stiffness; Cantilever; Lattice (music); Subdivision; Beam (structure); Material properties; Bending stiffness; Porous medium","score_opus":0.005269021534256641,"score_gpt":0.2198034985435438,"score_spread":0.21453447700928716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415985948","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05539371,0.0013357258,0.9407855,0.000046834743,0.00034624868,0.0006068091,0.00008285874,0.00024216193,0.0011601186],"genre_scores_gemma":[0.8112945,0.0000131453,0.18811508,0.00017838809,0.00005120203,0.000023352595,0.00017439228,0.000042145282,0.00010782393],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978516,0.00022339217,0.0006019859,0.00045697164,0.0005147013,0.00035131545],"domain_scores_gemma":[0.99826497,0.0004640013,0.00020832689,0.00051362586,0.00044476506,0.000104285675],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00024115856,0.00048737525,0.0009322711,0.00026794078,0.00022680312,0.0001308317,0.00038408415,0.00019863195,0.0001544902],"category_scores_gemma":[0.00004010289,0.00038458942,0.00017844154,0.0008425344,0.0000930413,0.00013871567,0.000044904165,0.00030532133,5.7823416e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011780438,0.000027702421,0.00038678735,0.0001583914,0.00076325116,0.000002961631,0.000069884816,0.8068863,0.18330543,0.004415444,0.0016047959,0.0012009892],"study_design_scores_gemma":[0.017082313,0.00028012486,0.029071596,0.00021311585,0.0026826141,0.000029553215,0.00006270707,0.68232393,0.23919642,0.026086759,0.0015306397,0.0014402372],"about_ca_topic_score_codex":0.00009996215,"about_ca_topic_score_gemma":0.000015949425,"teacher_disagreement_score":0.75590074,"about_ca_system_score_codex":0.00016532817,"about_ca_system_score_gemma":0.00017531464,"threshold_uncertainty_score":0.9998606},"labels":[],"label_agreement":null},{"id":"W4416051959","doi":"10.1016/j.ast.2025.111231","title":"Thermoelastic behavior of FG plates under intense thermal shock: Deep neural network-based validation of dynamical responses","year":2025,"lang":"en","type":"article","venue":"Aerospace Science and Technology","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"King Saud University","keywords":"Thermoelastic damping; Finite element method; Discretization; Transient (computer programming); Parametric statistics; Thermal; Aerospace; Boundary value problem; Newmark-beta method","score_opus":0.003829558571428834,"score_gpt":0.22144207717576905,"score_spread":0.21761251860434022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416051959","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98606807,0.00020027655,0.013179265,0.00028008822,0.000077756195,0.0000766485,0.0000013477162,0.00006718496,0.00004936858],"genre_scores_gemma":[0.9989169,0.000009388888,0.0010345896,0.000015975304,0.0000035455212,0.000004954866,0.0000021446467,0.000004456108,0.000008007628],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994379,0.00001140523,0.00015315211,0.00014148306,0.00010830464,0.00014773147],"domain_scores_gemma":[0.9995509,0.000064849315,0.000042496365,0.00016756995,0.00015811325,0.00001609144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001204461,0.000079324665,0.00015088779,0.0003153353,0.000066035456,0.0000141207565,0.00015675538,0.00008465302,0.000007993954],"category_scores_gemma":[0.0000502582,0.00006710014,0.00002193372,0.001313552,0.000508009,0.00007101661,0.00004970125,0.00008730527,1.8402717e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026688665,0.000012900711,0.038326304,0.0000147781575,0.000017503642,9.531867e-7,0.00005023586,0.44902873,0.5037288,0.0029157621,0.0000055822848,0.0058717765],"study_design_scores_gemma":[0.00020611672,0.00008301164,0.04205245,0.00002568634,0.000078572084,0.0000027092658,0.00013426619,0.75178933,0.20507048,0.00046160514,0.000002296943,0.00009344356],"about_ca_topic_score_codex":0.000007773622,"about_ca_topic_score_gemma":0.000026362057,"teacher_disagreement_score":0.30276063,"about_ca_system_score_codex":0.000026821142,"about_ca_system_score_gemma":0.000031906777,"threshold_uncertainty_score":0.27362642},"labels":[],"label_agreement":null},{"id":"W4416339988","doi":"10.1080/15376494.2025.2585149","title":"Dynamic behavior of advanced bio-inspired helicoidal laminated plates: An analytical perspective","year":2025,"lang":"en","type":"article","venue":"Mechanics of Advanced Materials and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Artificial Intelligence in Medicine (Canada)","funders":"","keywords":"Perspective (graphical); Deformation (meteorology); Displacement (psychology); Finite element method","score_opus":0.003667441764871219,"score_gpt":0.24661935325384707,"score_spread":0.24295191148897585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416339988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99216175,0.00058716367,0.006412347,0.000012267207,0.00030299134,0.00022364433,0.00015294072,0.00007268785,0.00007422968],"genre_scores_gemma":[0.99267006,0.00029111514,0.006908951,0.000008368634,0.000009703467,0.0000091233715,0.0000698117,0.000021013357,0.000011835434],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99899304,0.000027247661,0.00041670777,0.0002537518,0.00012158494,0.00018767148],"domain_scores_gemma":[0.9994041,0.000021313142,0.00010770864,0.00024287045,0.00017769379,0.000046328852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000068848276,0.00021655411,0.00050732685,0.00021844402,0.00005564771,0.000029085611,0.0001389382,0.00012077242,0.00005833533],"category_scores_gemma":[0.000025392184,0.00019663884,0.000058883845,0.000249261,0.000036676574,0.00015077606,0.00004993117,0.00006754872,9.7468835e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000103550025,0.000017851846,0.000008010902,0.00011226405,0.00008210818,0.0000017284299,0.00020474884,0.060292207,0.8985913,0.036084857,0.0000010722895,0.00450034],"study_design_scores_gemma":[0.00093190937,0.00022615727,0.0025607147,0.00007602202,0.0002804309,0.000004112894,0.00076784525,0.074650325,0.8988577,0.02130227,0.000037689122,0.000304794],"about_ca_topic_score_codex":0.000019261453,"about_ca_topic_score_gemma":0.000043640917,"teacher_disagreement_score":0.014782589,"about_ca_system_score_codex":0.00005204745,"about_ca_system_score_gemma":0.000014784215,"threshold_uncertainty_score":0.80186987},"labels":[],"label_agreement":null},{"id":"W4416453781","doi":"10.18280/rcma.350509","title":"Nonlinear Thermal Effects on Cylindrical Bending of Orthotropic Plate: A Computational Study","year":2025,"lang":"","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Orthotropic material; Bending; Nonlinear system; Thermal; Finite element method","score_opus":0.017853607613180365,"score_gpt":0.2752262627858586,"score_spread":0.2573726551726782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416453781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6874127,0.0012500829,0.30696613,0.000060395316,0.0004988189,0.0009430442,0.000043666514,0.00013689433,0.0026882903],"genre_scores_gemma":[0.8888007,0.00019934449,0.110303216,0.00006262281,0.00021293564,0.000025915328,0.00015135577,0.00008243726,0.00016148001],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9966153,0.00042326958,0.0012394687,0.000715918,0.00043919074,0.0005668803],"domain_scores_gemma":[0.99733824,0.0012285679,0.00031375088,0.00060318905,0.0003549852,0.00016128246],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00031791758,0.0006951191,0.0012470757,0.0008270157,0.00039366604,0.00023251813,0.00047135793,0.00023548985,0.00014966917],"category_scores_gemma":[0.00010299029,0.00065806025,0.00045170062,0.001277336,0.00016693913,0.00024293535,0.00022343353,0.0006326968,0.00003067477],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002630381,0.0007568213,0.026181636,0.001971399,0.0013502839,0.00007355289,0.0018312752,0.9428255,0.0031643366,0.0021519535,0.00001729635,0.019412916],"study_design_scores_gemma":[0.001921078,0.00090259075,0.08902978,0.0017431481,0.00087670854,0.000019447485,0.00008859535,0.9023408,0.0016803304,0.0007320843,0.00014141583,0.0005240037],"about_ca_topic_score_codex":0.0000379565,"about_ca_topic_score_gemma":0.00004701313,"teacher_disagreement_score":0.20138802,"about_ca_system_score_codex":0.0003510434,"about_ca_system_score_gemma":0.00008035125,"threshold_uncertainty_score":0.99958706},"labels":[],"label_agreement":null},{"id":"W4416509097","doi":"10.1016/j.euromechsol.2025.105955","title":"Nonlinear oscillations and chaotic behavior of sandwich cylindrical shells with auxetic core and FG face sheets","year":2025,"lang":"en","type":"article","venue":"European Journal of Mechanics - A/Solids","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Galerkin method; Nonlinear system; Vibration; Auxetics; Harmonic balance; Bifurcation; Ordinary differential equation; Oscillation (cell signaling); Chaotic","score_opus":0.00871538045401933,"score_gpt":0.22143153302979626,"score_spread":0.21271615257577692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416509097","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8134411,0.0012201831,0.18347639,0.000089613124,0.00020005065,0.000117139454,0.000010460663,0.000022757406,0.0014223362],"genre_scores_gemma":[0.9890384,0.00044963454,0.010371359,0.000024451494,0.000054210184,2.4605254e-7,0.0000034585457,0.000022475859,0.000035747213],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991759,0.000052686526,0.00039130944,0.00010578621,0.00016170522,0.00011262212],"domain_scores_gemma":[0.9995007,0.00003415247,0.00011866086,0.00012649852,0.00013764946,0.00008235709],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022225422,0.000132881,0.00026793635,0.0001749445,0.000055712248,0.000039942122,0.0001070372,0.000030119945,0.00002660675],"category_scores_gemma":[0.000019527277,0.000107033986,0.000051252882,0.0002601367,0.00002139248,0.00007120082,0.00004292619,0.0002003678,7.2817966e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039951463,0.00042879977,0.008577391,0.00077830127,0.0019398524,0.00079130055,0.005117054,0.71173817,0.14914964,0.0061662123,0.00084350054,0.11407025],"study_design_scores_gemma":[0.0028049285,0.0010114548,0.020459605,0.00058775576,0.0017229326,0.0005405974,0.00033263332,0.96459484,0.0060919016,0.0002170125,0.0011249788,0.00051137834],"about_ca_topic_score_codex":6.0619965e-7,"about_ca_topic_score_gemma":0.000002551998,"teacher_disagreement_score":0.25285664,"about_ca_system_score_codex":0.000020509386,"about_ca_system_score_gemma":0.000019723182,"threshold_uncertainty_score":0.4364719},"labels":[],"label_agreement":null},{"id":"W4416689313","doi":"10.18280/mmep.121026","title":"Equivalent Damping Matrix for Perforated Circular Thin Plates Using Galerkin Approach","year":2025,"lang":"","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Galerkin method; Matrix (chemical analysis); Finite element method; Stability (learning theory); Work (physics)","score_opus":0.026515442427362826,"score_gpt":0.24317591030541116,"score_spread":0.21666046787804832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416689313","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03107813,0.006332384,0.96072274,0.00004209223,0.00025253432,0.0008808005,0.000014831361,0.00028390257,0.0003925994],"genre_scores_gemma":[0.71187955,0.0003381747,0.28736407,0.000008445578,0.00009993887,0.00005739378,0.000041205993,0.0001005712,0.000110627014],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99730086,0.000025392183,0.0010369899,0.000648082,0.0002539779,0.00073471636],"domain_scores_gemma":[0.9989604,0.00021293254,0.000107272215,0.0004117661,0.00013837026,0.00016931273],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006076513,0.00063726807,0.00091588957,0.0004597287,0.00030685938,0.0004496321,0.00023213014,0.00037693392,0.000020585096],"category_scores_gemma":[0.00004686048,0.0006477,0.00027684722,0.00064738636,0.000043106942,0.00019826811,0.000106164975,0.00045058533,0.0000019518484],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011694215,0.000057643992,0.000007696739,0.011063403,0.0004950515,9.083387e-7,0.0008762305,0.9674674,0.0029783747,0.01680985,0.0000089712485,0.00022276602],"study_design_scores_gemma":[0.0005608978,0.00003114837,0.0000012918443,0.001921755,0.00073206326,0.000013806917,0.000068664616,0.98781866,0.00047420917,0.007555419,0.00020068292,0.0006213821],"about_ca_topic_score_codex":0.000013498452,"about_ca_topic_score_gemma":1.5795563e-7,"teacher_disagreement_score":0.68080145,"about_ca_system_score_codex":0.0001879701,"about_ca_system_score_gemma":0.00003779963,"threshold_uncertainty_score":0.99959743},"labels":[],"label_agreement":null},{"id":"W4416715037","doi":"10.18280/mmep.121010","title":"Nonlinear Structural Response of Different Web Openings in Composite Beams Reinforced with BFRB Wrapping","year":2025,"lang":"","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Composite number; Nonlinear system; Ultimate tensile strength; Beam (structure); Reinforced concrete","score_opus":0.007070094456065047,"score_gpt":0.19980495695052086,"score_spread":0.19273486249445582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416715037","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49485758,0.00046043668,0.5040905,0.000048059017,0.000054210355,0.00029069046,0.000005020067,0.000065134926,0.00012839059],"genre_scores_gemma":[0.9137505,0.00017904387,0.08582775,0.0000075545327,0.000022234524,0.000020039335,0.000014817149,0.000057290184,0.000120723205],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975958,0.000044438584,0.001133103,0.00043329652,0.00028733397,0.0005060306],"domain_scores_gemma":[0.9989263,0.00033856241,0.00013006153,0.0003799486,0.00009335571,0.00013179707],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00039279053,0.00055069855,0.0010450896,0.0006300551,0.00009156341,0.00016179742,0.00023021287,0.00022520768,0.000018264021],"category_scores_gemma":[0.000032399646,0.0004688042,0.00012950505,0.000756405,0.000069482536,0.0001727016,0.00011760731,0.0005229523,8.7708236e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023447617,0.000016255934,0.000087105516,0.0028676274,0.00023639743,0.000003966407,0.0015415576,0.97883713,0.012988464,0.0030222868,9.3529246e-7,0.00016381496],"study_design_scores_gemma":[0.0010539914,0.0001172366,0.00009489903,0.0045965,0.00020916181,0.000010747105,0.00005107858,0.98888254,0.0038942809,0.00061471696,0.000017541455,0.00045728806],"about_ca_topic_score_codex":0.00002505295,"about_ca_topic_score_gemma":0.0000017573778,"teacher_disagreement_score":0.41889295,"about_ca_system_score_codex":0.000116637486,"about_ca_system_score_gemma":0.000033370598,"threshold_uncertainty_score":0.99977636},"labels":[],"label_agreement":null},{"id":"W4417088102","doi":"10.1093/jom/ufaf046","title":"Development of 3D infinite element method coupled with a cylindrical mesh technique for analyzing bending of plate with interacting holes","year":2025,"lang":"en","type":"article","venue":"Journal of Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Education and Early Childhood Development","funders":"Ministry of Education, India; Ditmanson Medical Foundation Chia-Yi Christian Hospital; National Science and Technology Council","keywords":"Finite element method; MATLAB; Coupling (piping); Stiffness matrix; Bending; Software; Matrix (chemical analysis); Development (topology); Stiffness","score_opus":0.008843110023065176,"score_gpt":0.2666265586617918,"score_spread":0.2577834486387266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417088102","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.036984395,0.00007080719,0.96270907,0.0000124925555,0.0000489217,0.00013406694,0.0000015883311,0.000007902701,0.000030747342],"genre_scores_gemma":[0.44147426,0.000019993793,0.5584775,0.0000033538633,0.000009767519,0.000003134596,0.0000020405841,0.000008527011,0.0000014218494],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99895257,0.000017419798,0.00066790875,0.000074923024,0.00018031764,0.00010688094],"domain_scores_gemma":[0.9989963,0.00012897533,0.00047057486,0.000081463106,0.00029471185,0.000027951075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005908625,0.00011486997,0.0003906589,0.00039774267,0.000038832808,0.0000152536295,0.0001072257,0.000046053327,0.0000063524412],"category_scores_gemma":[0.000030513049,0.00008390604,0.000070883674,0.00037249905,0.00000412951,0.00008511989,0.000023559764,0.00016099066,1.4363058e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026758813,0.000031345764,0.00015614815,0.00027912974,0.0011782538,0.0000032389164,0.00080301653,0.7939254,0.19100818,0.0013683364,0.000006311454,0.010973019],"study_design_scores_gemma":[0.0006479988,0.00016412698,0.00003130687,0.0008685273,0.00035790482,0.000017215507,0.000316822,0.73528767,0.26193762,0.00013392963,0.00012981656,0.000107050524],"about_ca_topic_score_codex":0.0000010486119,"about_ca_topic_score_gemma":0.000017345687,"teacher_disagreement_score":0.40448985,"about_ca_system_score_codex":0.00009451493,"about_ca_system_score_gemma":0.00007373472,"threshold_uncertainty_score":0.34215888},"labels":[],"label_agreement":null},{"id":"W4417221374","doi":"10.5267/j.esm.2025.11.002","title":"Hybrid computational approach for nonlinear bending of bio-inspired helicoid composite plates using MITC3i and ANN","year":2025,"lang":"","type":"article","venue":"Engineering Solid Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Nonlinear system; Virtual work; Boundary value problem; Finite element method; Stiffness; Deflection (physics); Artificial neural network; Flexural rigidity; Free energy principle","score_opus":0.007156878057837392,"score_gpt":0.22856098951249257,"score_spread":0.2214041114546552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417221374","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09081157,0.003953553,0.9036442,0.000019219804,0.0006241356,0.0005258676,0.00026528185,0.00013139598,0.000024789153],"genre_scores_gemma":[0.66427255,0.00021786445,0.33492383,0.00001682961,0.0001315826,0.000010669181,0.0003457572,0.00007098488,0.000009915907],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978228,0.000021725582,0.000919711,0.0005128513,0.00023800161,0.00048486772],"domain_scores_gemma":[0.99896866,0.00017594952,0.00019620411,0.0002955465,0.00023945351,0.00012415992],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00025496795,0.0005229442,0.0008741731,0.000736679,0.00020825333,0.00013318927,0.00022767454,0.00020741072,0.0000060965453],"category_scores_gemma":[0.000052159758,0.00063964044,0.0002735823,0.0006161907,0.000022091024,0.0001852803,0.00013927835,0.00027389426,2.8473147e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000318794,0.000050062947,0.000023307946,0.0014892041,0.0007265242,0.0000016844241,0.00018666308,0.9481119,0.04353309,0.00442416,0.000012110909,0.0014094324],"study_design_scores_gemma":[0.0008840867,0.00005897303,0.000025545905,0.00039962036,0.0006073785,0.000019447956,0.000042200227,0.9681511,0.028771976,0.00030141533,0.00025596612,0.0004823005],"about_ca_topic_score_codex":0.000011758309,"about_ca_topic_score_gemma":4.79535e-7,"teacher_disagreement_score":0.573461,"about_ca_system_score_codex":0.00017712715,"about_ca_system_score_gemma":0.0000614322,"threshold_uncertainty_score":0.9996055},"labels":[],"label_agreement":null},{"id":"W60058156","doi":"10.1007/1-4020-5370-3_713","title":"Optimisation of unsteady aerodynamic forces for aircraft aeroservoelastic studies","year":2008,"lang":"en","type":"book-chapter","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Flutter; Chebyshev polynomials; Aerodynamics; Aerodynamic force; Chebyshev filter; Laplace transform; Mathematics; Frequency domain; Applied mathematics; Mathematical analysis; Aeroelasticity; Control theory (sociology); Computer science; Engineering; Aerospace engineering","score_opus":0.01701208085633634,"score_gpt":0.2294473581250795,"score_spread":0.21243527726874314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W60058156","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003950891,0.019428108,0.41268846,0.000085422456,0.0018764462,0.0022163028,0.0002452773,0.00097050454,0.55853856],"genre_scores_gemma":[0.4533061,0.023196952,0.05974284,0.00006758916,0.0007484049,0.00007714426,0.0015616633,0.00042640182,0.46087292],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990652,0.000003036104,0.0004469679,0.00019956476,0.00015791426,0.00012731792],"domain_scores_gemma":[0.999307,0.00010804659,0.00012490482,0.00021603997,0.00021542603,0.000028597158],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000038176615,0.00029037107,0.0005470825,0.00019093945,0.000054300835,0.000010295703,0.000107811706,0.00018076043,0.00008867718],"category_scores_gemma":[0.000010339953,0.00026130356,0.00023900642,0.00003541838,0.000047455807,0.000070128444,0.00002279677,0.000091744856,0.0000046357],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009949077,0.0000030265192,0.0000037829413,0.00037255464,0.0007958773,7.238476e-7,0.0002029548,0.9876292,0.00026590677,0.005399473,0.0030925928,0.0022239676],"study_design_scores_gemma":[0.0011040114,0.00032466286,0.00007202842,0.0006087205,0.0018523206,0.000016020838,0.000109201996,0.94713414,0.0011862098,0.0043107076,0.041768406,0.0015135885],"about_ca_topic_score_codex":0.0000032309194,"about_ca_topic_score_gemma":0.0001173481,"teacher_disagreement_score":0.4493552,"about_ca_system_score_codex":0.00009364421,"about_ca_system_score_gemma":0.000012210591,"threshold_uncertainty_score":0.9999839},"labels":[],"label_agreement":null},{"id":"W655101365","doi":"10.1016/j.compstruct.2015.05.064","title":"Dynamic characteristics of bimodular laminated panels using an efficient layerwise theory","year":2015,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Structural engineering; Materials science; Computer science; Engineering","score_opus":0.012118292434117753,"score_gpt":0.23783341680379474,"score_spread":0.225715124369677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W655101365","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9076501,0.00031947208,0.09122169,0.0000026311673,0.00033589173,0.00011096227,0.000043862357,0.00013710638,0.00017829564],"genre_scores_gemma":[0.9927612,0.000009625091,0.0069587883,0.000011380404,0.000052371477,0.0000011087528,0.00015612395,0.000042009317,0.0000073735846],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989122,0.0000848891,0.00035317015,0.00020703358,0.00022924642,0.00021343553],"domain_scores_gemma":[0.9991744,0.000026818943,0.00010267737,0.00038114973,0.00017857226,0.0001363528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013174964,0.00023194932,0.00035480913,0.00020929938,0.000060940984,0.000052265445,0.00022752007,0.000099114994,0.000036502308],"category_scores_gemma":[0.0000144892665,0.00021127325,0.00008137786,0.00031018382,0.00006270627,0.00008353553,0.000048617185,0.00013177386,0.0000014725232],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030995125,0.00001922139,0.00060579693,0.000041894033,0.00008703563,0.000006780744,0.00065029203,0.8592379,0.13272503,0.00056394545,0.0000035508585,0.0060275756],"study_design_scores_gemma":[0.0002965322,0.0000435933,0.03202409,0.000023769768,0.00013934006,0.000019607147,0.000061555664,0.95068395,0.014954652,0.001454554,0.00003702215,0.0002613486],"about_ca_topic_score_codex":0.000017051978,"about_ca_topic_score_gemma":0.0000031767925,"teacher_disagreement_score":0.117770374,"about_ca_system_score_codex":0.00009050225,"about_ca_system_score_gemma":0.000019684516,"threshold_uncertainty_score":0.8615473},"labels":[],"label_agreement":null},{"id":"W6893836825","doi":"10.5281/zenodo.4600351","title":"An original method for ultimate strength assessment of stiffened panel","year":2021,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Stiffness; Subroutine; Ultimate tensile strength; Finite element method; Direct stiffness method; Unit (ring theory)","score_opus":0.026590130547941453,"score_gpt":0.29348318704740467,"score_spread":0.2668930564994632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6893836825","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021425273,0.00005541502,0.9591625,0.00007651257,0.00009914047,0.00023899897,0.00032343974,0.0005196055,0.018099168],"genre_scores_gemma":[0.8536642,0.00009937504,0.1406091,0.000024355912,0.00011548647,7.577114e-8,0.004567999,0.00080935314,0.00011005964],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990256,0.00014034144,0.00022596972,0.00022847917,0.00019405955,0.00018557624],"domain_scores_gemma":[0.9989781,0.000026011749,0.00005442855,0.00031333818,0.0005387759,0.000089370966],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00028380216,0.000106570194,0.00017046215,0.00012292848,0.0004234025,0.00024881275,0.0003028056,0.00004080877,0.003466511],"category_scores_gemma":[0.00006599478,0.00011325491,0.000060710863,0.0003838092,0.00002181141,0.00017723479,0.000107461725,0.00010215131,0.0000359785],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056022982,0.00024825867,0.000026202308,0.00040868687,0.00039268343,0.000012023929,0.00095506903,0.3922156,0.29155886,0.018831694,0.012869369,0.2824255],"study_design_scores_gemma":[0.0005276449,0.00013372615,0.0010709564,0.000018698713,0.00006973058,0.000024795707,0.00015072938,0.7252671,0.014563213,0.00014458396,0.257852,0.00017686159],"about_ca_topic_score_codex":0.0000050912845,"about_ca_topic_score_gemma":7.0790617e-7,"teacher_disagreement_score":0.8322389,"about_ca_system_score_codex":0.000084344596,"about_ca_system_score_gemma":0.000004597281,"threshold_uncertainty_score":0.99744445},"labels":[],"label_agreement":null},{"id":"W6920281056","doi":"10.60692/bgr0c-7yp51","title":"Optimization of Neural Network architecture and derivation of closed-form equation to predict ultimate load of functionally graded material plate","year":2023,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Parametric statistics; Artificial neural network; Set (abstract data type); Power (physics); Backpropagation; Obstacle; Parametric model; Variance (accounting)","score_opus":0.012143641258334673,"score_gpt":0.1760593104093999,"score_spread":0.16391566915106523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6920281056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68087304,0.0000018559085,0.3182795,0.000007443438,0.0002388729,0.00026120455,0.00009487085,0.00012058498,0.00012263304],"genre_scores_gemma":[0.9957739,9.99311e-7,0.0037842079,0.0000067344017,0.000060741157,0.000014876923,0.00034216212,0.000011974037,0.000004367891],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867845,0.00002435029,0.0007760727,0.000085946194,0.00030434044,0.00013087242],"domain_scores_gemma":[0.9992344,0.000010542061,0.0003136153,0.00015234046,0.00024999617,0.000039135477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020914635,0.00013683866,0.0002686008,0.0003421388,0.00004300049,0.000033051278,0.00006927826,0.00008511887,0.000012606746],"category_scores_gemma":[0.000013140971,0.00012353207,0.000053041083,0.00062868634,0.000015414329,0.0003317177,0.000030259944,0.000040595587,0.0000032566447],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000097859505,5.425242e-7,0.0056091766,0.00051673304,0.000055301924,8.727302e-8,0.007618169,0.98526025,0.0002400784,0.000053727817,0.000022730632,0.0005253349],"study_design_scores_gemma":[0.0004366922,0.000053005653,0.046179444,0.00012180118,0.000053013922,0.000003426211,0.00035692088,0.94952464,0.0031553435,0.00000645007,0.0000055465703,0.00010370456],"about_ca_topic_score_codex":0.0000072701673,"about_ca_topic_score_gemma":6.421918e-7,"teacher_disagreement_score":0.3149009,"about_ca_system_score_codex":0.00004987419,"about_ca_system_score_gemma":0.000013091715,"threshold_uncertainty_score":0.5037492},"labels":[],"label_agreement":null},{"id":"W6920582771","doi":"10.60692/dvwcs-nc131","title":"Optimization of Neural Network architecture and derivation of closed-form equation to predict ultimate load of functionally graded material plate","year":2023,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Parametric statistics; Artificial neural network; Set (abstract data type); Power (physics); Backpropagation; Obstacle; Parametric model; Variance (accounting)","score_opus":0.012143641258334673,"score_gpt":0.1760593104093999,"score_spread":0.16391566915106523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6920582771","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68087304,0.0000018559085,0.3182795,0.000007443438,0.0002388729,0.00026120455,0.00009487085,0.00012058498,0.00012263304],"genre_scores_gemma":[0.9957739,9.99311e-7,0.0037842079,0.0000067344017,0.000060741157,0.000014876923,0.00034216212,0.000011974037,0.000004367891],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867845,0.00002435029,0.0007760727,0.000085946194,0.00030434044,0.00013087242],"domain_scores_gemma":[0.9992344,0.000010542061,0.0003136153,0.00015234046,0.00024999617,0.000039135477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020914635,0.00013683866,0.0002686008,0.0003421388,0.00004300049,0.000033051278,0.00006927826,0.00008511887,0.000012606746],"category_scores_gemma":[0.000013140971,0.00012353207,0.000053041083,0.00062868634,0.000015414329,0.0003317177,0.000030259944,0.000040595587,0.0000032566447],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000097859505,5.425242e-7,0.0056091766,0.00051673304,0.000055301924,8.727302e-8,0.007618169,0.98526025,0.0002400784,0.000053727817,0.000022730632,0.0005253349],"study_design_scores_gemma":[0.0004366922,0.000053005653,0.046179444,0.00012180118,0.000053013922,0.000003426211,0.00035692088,0.94952464,0.0031553435,0.00000645007,0.0000055465703,0.00010370456],"about_ca_topic_score_codex":0.0000072701673,"about_ca_topic_score_gemma":6.421918e-7,"teacher_disagreement_score":0.3149009,"about_ca_system_score_codex":0.00004987419,"about_ca_system_score_gemma":0.000013091715,"threshold_uncertainty_score":0.5037492},"labels":[],"label_agreement":null},{"id":"W6950448167","doi":"10.5281/zenodo.4596202","title":"An original method for ultimate strength assessment of stiffened panel","year":2021,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Stiffness; Subroutine; Ultimate tensile strength; Finite element method; Direct stiffness method; Unit (ring theory)","score_opus":0.026590130547941453,"score_gpt":0.29348318704740467,"score_spread":0.2668930564994632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6950448167","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021425273,0.00005541502,0.9591625,0.00007651257,0.00009914047,0.00023899897,0.00032343974,0.0005196055,0.018099168],"genre_scores_gemma":[0.8536642,0.00009937504,0.1406091,0.000024355912,0.00011548647,7.577114e-8,0.004567999,0.00080935314,0.00011005964],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990256,0.00014034144,0.00022596972,0.00022847917,0.00019405955,0.00018557624],"domain_scores_gemma":[0.9989781,0.000026011749,0.00005442855,0.00031333818,0.0005387759,0.000089370966],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00028380216,0.000106570194,0.00017046215,0.00012292848,0.0004234025,0.00024881275,0.0003028056,0.00004080877,0.003466511],"category_scores_gemma":[0.00006599478,0.00011325491,0.000060710863,0.0003838092,0.00002181141,0.00017723479,0.000107461725,0.00010215131,0.0000359785],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056022982,0.00024825867,0.000026202308,0.00040868687,0.00039268343,0.000012023929,0.00095506903,0.3922156,0.29155886,0.018831694,0.012869369,0.2824255],"study_design_scores_gemma":[0.0005276449,0.00013372615,0.0010709564,0.000018698713,0.00006973058,0.000024795707,0.00015072938,0.7252671,0.014563213,0.00014458396,0.257852,0.00017686159],"about_ca_topic_score_codex":0.0000050912845,"about_ca_topic_score_gemma":7.0790617e-7,"teacher_disagreement_score":0.8322389,"about_ca_system_score_codex":0.000084344596,"about_ca_system_score_gemma":0.000004597281,"threshold_uncertainty_score":0.99744445},"labels":[],"label_agreement":null},{"id":"W6958222289","doi":"10.6084/m9.figshare.5208064.v2","title":"Comparison of Diffusion Kurtosis Imaging to Diffusion Basis Spectrum Imaging in Healthy Young Adults","year":2017,"lang":"en","type":"other","venue":"Figshare","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Kurtosis; Diffusion MRI; Diffusion; Diffusion imaging; Signal-to-noise ratio (imaging); SIGNAL (programming language); Basis (linear algebra)","score_opus":0.009039574477804013,"score_gpt":0.2602445490728847,"score_spread":0.2512049745950807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6958222289","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0047481097,0.027240591,0.002056429,0.00069238635,0.0026000338,0.004053776,0.17578484,0.002255685,0.7805681],"genre_scores_gemma":[0.9107162,0.00030918798,0.0011260179,0.00009991579,0.0007671678,0.00011835051,0.07945832,0.0009101978,0.006494695],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986443,0.000023982286,0.00037377677,0.00037520443,0.0002637136,0.00031900386],"domain_scores_gemma":[0.99900204,0.000024017594,0.00026007206,0.0005708069,0.000036458954,0.000106601554],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00002802575,0.0003485248,0.0006206947,0.00070927216,0.00007026409,0.00007349896,0.00036935046,0.00012878986,0.032003593],"category_scores_gemma":[0.00006642393,0.00036030277,0.00013967107,0.00023904761,0.0000047590274,0.00007376296,0.00017133674,0.00024068175,0.00010397185],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003520914,0.000047781265,0.017592747,0.0010589259,0.000033292672,0.00001214405,0.00057264406,0.0062176306,0.0002533151,0.0000010201172,0.9372413,0.036933955],"study_design_scores_gemma":[0.0013301327,0.000054551812,0.043031488,0.031167947,0.000100443016,0.000006111373,0.00012157497,0.57895434,0.000806925,0.000006223179,0.34303138,0.0013889038],"about_ca_topic_score_codex":0.0006946715,"about_ca_topic_score_gemma":0.003506344,"teacher_disagreement_score":0.90596807,"about_ca_system_score_codex":0.00014756269,"about_ca_system_score_gemma":0.000015932346,"threshold_uncertainty_score":0.9998849},"labels":[],"label_agreement":null},{"id":"W6991275502","doi":"","title":"FE analysis of plastic buckling of plates with initial imperfections and simulation of experiments","year":2007,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"McGill University","keywords":"Buckling; Plasticity; Range (aeronautics); Plasticity theory; Finite element method","score_opus":0.008484239327903782,"score_gpt":0.260499183741875,"score_spread":0.2520149444139712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991275502","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964031,0.0002461753,0.00016898049,1.0498237e-7,0.00016932654,0.00017109579,0.00030629782,0.000048003865,0.0024869186],"genre_scores_gemma":[0.99785155,0.0000834938,0.0010033549,0.0000018310122,0.000012020587,0.0000070873994,0.00095380086,0.000060296275,0.0000265455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982209,0.000044074404,0.0008402202,0.00031185997,0.00039368114,0.00018925952],"domain_scores_gemma":[0.9984811,0.00030430456,0.00048645338,0.0002571056,0.00039423708,0.000076832795],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016667157,0.00033828308,0.00083450857,0.0013853364,0.00014354027,0.000014802374,0.000117987685,0.00031011744,0.00006600572],"category_scores_gemma":[0.00008962334,0.00033838936,0.00027207515,0.0014505436,0.000036747642,0.00023377048,0.000019922132,0.00029427552,4.263504e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015461184,0.0000399509,0.00037064127,0.00028021864,0.0027477634,0.0000014126772,0.000041760413,0.9111694,0.08054231,0.0004021406,3.6367293e-8,0.00424974],"study_design_scores_gemma":[0.001008006,0.00028901995,0.017404879,0.00052234967,0.009149899,0.0000021307058,0.0004965211,0.37518147,0.59494203,0.00021186635,0.000044367094,0.00074749556],"about_ca_topic_score_codex":0.00014485359,"about_ca_topic_score_gemma":0.0006567518,"teacher_disagreement_score":0.535988,"about_ca_system_score_codex":0.000109259665,"about_ca_system_score_gemma":0.000010961797,"threshold_uncertainty_score":0.99990684},"labels":[],"label_agreement":null},{"id":"W6993072968","doi":"","title":"Nonlinear dynamics of shells and plates subjected to pulsatile flow","year":2017,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Qatar Foundation","keywords":"Nonlinear system; Flow (mathematics); Dynamics (music); Pulsatile flow; Deformation (meteorology)","score_opus":0.0050344750863739705,"score_gpt":0.2090125765486815,"score_spread":0.20397810146230752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6993072968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95755374,0.00025338956,0.000004030818,0.00000439669,0.0007538787,0.00041986862,0.0021258637,0.00016824149,0.038716573],"genre_scores_gemma":[0.9859302,0.00038259855,0.0049943016,0.000020548481,0.000041350304,0.000034857694,0.006207956,0.000192536,0.002195624],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980415,0.000056936642,0.0006255881,0.00051738886,0.0004100767,0.0003485012],"domain_scores_gemma":[0.9985445,0.00008187766,0.0002819141,0.00066050596,0.00024143157,0.00018976703],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020585598,0.00051269296,0.000734183,0.00046980334,0.0005655386,0.00009494516,0.00045979978,0.00039932766,0.0005881884],"category_scores_gemma":[0.00015137678,0.0005725995,0.00020006971,0.00034342226,0.000021742948,0.00030189982,0.00007555064,0.00066872116,0.000015672782],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036593276,0.00016101035,0.00020012255,0.0016944094,0.001559321,0.000054227672,0.0001004068,0.18644664,0.16319905,0.0048241345,0.000026020814,0.64136875],"study_design_scores_gemma":[0.0024548585,0.0006366634,0.00847082,0.0011747238,0.0022259662,0.000050144576,0.0006041072,0.47423688,0.45413402,0.0055469736,0.04546132,0.005003537],"about_ca_topic_score_codex":0.00016235776,"about_ca_topic_score_gemma":0.0034862715,"teacher_disagreement_score":0.6363652,"about_ca_system_score_codex":0.00032341023,"about_ca_system_score_gemma":0.000015960857,"threshold_uncertainty_score":0.99967253},"labels":[],"label_agreement":null},{"id":"W6996513830","doi":"","title":"Static and vibration analysis of composite structures for robotic application","year":2022,"lang":"en","type":"dissertation","venue":"University Library (University of Saskatchewan)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Composite number; Vibration; Beam (structure); Finite element method; Glass fiber; Deformation (meteorology); Isotropy; Fiber","score_opus":0.002835107949673655,"score_gpt":0.164062578662798,"score_spread":0.16122747071312435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6996513830","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8523305,0.0003079459,0.14442231,0.00007373844,0.00015435374,0.0006595548,0.000775626,0.00018184092,0.0010941103],"genre_scores_gemma":[0.975235,0.00020717178,0.0106094675,0.0000072093367,0.000010413388,1.6523984e-7,0.012365484,0.000024380357,0.0015407079],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99925137,0.000038059257,0.00016735533,0.00026153194,0.00016935612,0.00011233381],"domain_scores_gemma":[0.9993213,0.000073767114,0.00026239455,0.00021952017,0.00006497683,0.00005805733],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000030302963,0.00018688098,0.00054589484,0.0010170763,0.00018270036,0.000014551752,0.00026649545,0.00014929428,0.0003740731],"category_scores_gemma":[0.0000011631348,0.00027118888,0.00026326213,0.0010956605,0.000046922818,0.0004850057,0.00005271315,0.00013172427,2.2766612e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000393007,0.000038992235,0.0020385014,0.0009286315,0.0038975796,0.0000043288615,0.026287815,0.9574395,0.004105353,0.00076596293,0.00031628468,0.0037840663],"study_design_scores_gemma":[0.0010848853,0.00013701456,0.04843083,0.00005023542,0.012858116,7.1495725e-7,0.13150023,0.8010474,0.0015088826,0.0007586368,0.0019073464,0.00071571255],"about_ca_topic_score_codex":0.0003471326,"about_ca_topic_score_gemma":0.0015782239,"teacher_disagreement_score":0.15639208,"about_ca_system_score_codex":0.000060034843,"about_ca_system_score_gemma":0.000058720074,"threshold_uncertainty_score":0.999974},"labels":[],"label_agreement":null},{"id":"W6997384393","doi":"","title":"Vibration of simply supported orthotropic rectangular laminated composite cross-ply plates","year":2002,"lang":"en","type":"dissertation","venue":"Mspace (University of Manitoba)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Statistics Canada","funders":"","keywords":"Orthotropic material; Displacement (psychology); Vibration; Eigenvalues and eigenvectors; Propagator; Stiffness; Mass matrix; Stress (linguistics); Matrix (chemical analysis)","score_opus":0.00510894319822406,"score_gpt":0.18437628152224694,"score_spread":0.1792673383240229,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6997384393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931993,0.00027763963,0.0022242458,0.000019839254,0.00021407157,0.00018705144,0.000057850175,0.00012638819,0.0036936465],"genre_scores_gemma":[0.99457055,0.00040378072,0.0015557638,0.0000032368443,0.00002938441,2.230106e-7,0.0024435387,0.00003955651,0.00095395825],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9990739,0.00003425334,0.00022672547,0.00023143875,0.00026434014,0.0001692948],"domain_scores_gemma":[0.99909335,0.000027285303,0.00028669368,0.00026452783,0.00027766151,0.000050460178],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000043776337,0.00024544654,0.0004766903,0.00039178247,0.00016869941,0.000022967146,0.00023344105,0.00030392024,0.00012661664],"category_scores_gemma":[0.0000062174736,0.00032800334,0.00019770951,0.0004582396,0.000042259806,0.0002180503,0.000028105576,0.00020050119,0.000007152655],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006029592,0.0002496957,0.08569051,0.0035306276,0.0029922642,0.00018171921,0.006971608,0.5605862,0.32479277,0.0003270199,0.0064196195,0.007654974],"study_design_scores_gemma":[0.0011275053,0.0001634803,0.71356815,0.0003142263,0.0010108438,0.0000055172463,0.0034826756,0.2461287,0.031328086,0.000055942804,0.002030101,0.0007847742],"about_ca_topic_score_codex":0.0005811707,"about_ca_topic_score_gemma":0.06519657,"teacher_disagreement_score":0.62787765,"about_ca_system_score_codex":0.00009295324,"about_ca_system_score_gemma":0.000016295355,"threshold_uncertainty_score":0.9999172},"labels":[],"label_agreement":null},{"id":"W6999149116","doi":"","title":"Canadian Maritime Law","year":2016,"lang":"en","type":"article","venue":"eYLS (Yale Law School)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Notice; Appeal; Scope (computer science); Government (linguistics); International law; Work (physics); Field (mathematics); Comparative law","score_opus":0.004003775723342107,"score_gpt":0.18606491246975532,"score_spread":0.18206113674641322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6999149116","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07532221,0.0013603194,0.014996581,0.002757204,0.0015526741,0.0003754365,0.00017947276,0.001023767,0.9024323],"genre_scores_gemma":[0.9965244,0.000031705058,0.0011130144,0.00055641885,0.00020029182,0.000005547248,0.000019767098,0.000028048897,0.0015208065],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993211,0.000013419692,0.00014657526,0.00014691534,0.000101188154,0.00027078122],"domain_scores_gemma":[0.9993884,0.000018377186,0.00001263955,0.0002636237,0.00003661436,0.00028036235],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000049860304,0.00012193065,0.00013276408,0.00005916743,0.00010209389,0.00007054937,0.00013745145,0.00007570434,0.0022177259],"category_scores_gemma":[0.0000062587974,0.000095325515,0.00006517607,0.00012676316,0.000024184503,0.00018866593,0.000014529629,0.00007957569,0.0004875821],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015505504,0.000020991563,0.0070990766,0.000066765504,0.00043993222,0.000097316624,0.00012650102,0.03884565,0.021911569,0.86135334,0.04755942,0.02246392],"study_design_scores_gemma":[0.0005407635,0.000022858856,0.0027976518,0.000064051404,0.00006485796,0.000013324538,0.000007598219,0.006745387,0.0050992994,0.004163033,0.97992635,0.00055483094],"about_ca_topic_score_codex":0.068271786,"about_ca_topic_score_gemma":0.6070428,"teacher_disagreement_score":0.9323669,"about_ca_system_score_codex":0.00022409359,"about_ca_system_score_gemma":0.000021988631,"threshold_uncertainty_score":0.99869436},"labels":[],"label_agreement":null},{"id":"W7008305742","doi":"","title":"Bending analysis of cross-ply laminated conical shells","year":2009,"lang":"en","type":"article","venue":"NPARC","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Conical surface; Ordinary differential equation; Boundary value problem; Bending; Lamination; Shell (structure); Displacement (psychology); Differential equation","score_opus":0.005149104547322232,"score_gpt":0.24694728955859385,"score_spread":0.24179818501127162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7008305742","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9271873,0.00006370658,0.020736609,0.00003390125,0.000053657815,0.000041384887,0.000010637226,0.00009868318,0.05177408],"genre_scores_gemma":[0.99765134,0.000021837777,0.0021597738,0.000021785996,0.000019380066,3.8567887e-7,0.000045462624,0.000005375158,0.000074642216],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994701,0.000008820566,0.00020810758,0.00009708764,0.00010689801,0.00010896662],"domain_scores_gemma":[0.9997115,0.000022767195,0.000029301802,0.00015071602,0.00005293939,0.000032784577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057331472,0.00007444146,0.00022716344,0.00021587596,0.00002405132,0.00003003636,0.00008345415,0.000048471808,0.0008646553],"category_scores_gemma":[0.0000091934735,0.0000710035,0.00013510408,0.0008353404,0.000016387636,0.000062442465,0.000007023281,0.000060596096,0.0000028343572],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000524369,0.000012272922,0.0038399831,0.0000063426005,0.0005123984,0.0000022604556,0.00009249267,0.85837257,0.12577398,0.0019556652,0.00014982466,0.009276956],"study_design_scores_gemma":[0.00012601931,0.000019946052,0.080653556,0.000005101418,0.00055878464,4.6848288e-7,0.0000046783784,0.9008375,0.017137077,0.00028288705,0.0002719322,0.00010204777],"about_ca_topic_score_codex":0.0000020281177,"about_ca_topic_score_gemma":0.0000054338702,"teacher_disagreement_score":0.1086369,"about_ca_system_score_codex":0.000022446131,"about_ca_system_score_gemma":0.000003080029,"threshold_uncertainty_score":0.9467369},"labels":[],"label_agreement":null},{"id":"W7014228820","doi":"","title":"Optimal design of a lightweight robotic manipulator using carbon fibre-reinforced composites","year":2004,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Composite number; Optimal design; Stiffness; Robot; Finite element method; Specific modulus; Stacking; Process (computing); Modal analysis; Modal","score_opus":0.012205055572473637,"score_gpt":0.21246606710372523,"score_spread":0.2002610115312516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7014228820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98792934,0.0008857417,0.0005303492,0.0000013450655,0.001039244,0.000849708,0.0001293763,0.00043967526,0.008195197],"genre_scores_gemma":[0.9762968,0.00013873845,0.021726606,0.000012452614,0.00006321703,0.000023019444,0.001004439,0.00028794768,0.00044677925],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9966574,0.00012056928,0.0012505301,0.0006746823,0.0006859201,0.0006109258],"domain_scores_gemma":[0.99812907,0.00010319232,0.0005070039,0.00067245576,0.00035445453,0.00023384066],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022152314,0.0009326941,0.0012369471,0.0007517961,0.00038264893,0.000094497685,0.0005292946,0.0007951607,0.00011447042],"category_scores_gemma":[0.000049718434,0.001009747,0.0004784835,0.0008609166,0.000034331217,0.00042801432,0.00006095416,0.00084491895,0.000013101705],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006827233,0.000017295353,0.0000037502296,0.0004081879,0.0004147267,0.000022995213,0.000012900228,0.72874653,0.26733285,0.0023156821,3.1131697e-7,0.0006565102],"study_design_scores_gemma":[0.0007614145,0.00013052656,0.00012484593,0.0008732365,0.0012183093,0.000039516093,0.000046643585,0.5395148,0.455438,0.000482711,0.00010641937,0.0012636264],"about_ca_topic_score_codex":0.00025783238,"about_ca_topic_score_gemma":0.00009990695,"teacher_disagreement_score":0.18923175,"about_ca_system_score_codex":0.0009596281,"about_ca_system_score_gemma":0.000056244953,"threshold_uncertainty_score":0.9992353},"labels":[],"label_agreement":null},{"id":"W7024738473","doi":"","title":"St. John's Lutheran Church of New Minden\\n","year":2023,"lang":"en","type":"article","venue":"CARLI Digital Collections (Consortium of Academic and Research Libraries in Illinois)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"State (computer science); Christianity; Protestantism; Faith","score_opus":0.03095474762574159,"score_gpt":0.28629215502357674,"score_spread":0.25533740739783517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7024738473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9647534,0.0029093497,0.0010738582,0.00024512844,0.00020191545,0.00034570968,0.00013392782,0.00014772773,0.030188987],"genre_scores_gemma":[0.992652,0.002539813,0.00016144532,0.0000042489305,0.000091962844,0.0000117676045,0.0000449458,0.000026089127,0.0044677067],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985634,0.000034794015,0.00049791543,0.00021576631,0.00035628618,0.00033182753],"domain_scores_gemma":[0.9991819,0.00034133974,0.000048988113,0.00019789209,0.00009970575,0.00013015878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022677176,0.00013334033,0.00030590192,0.0013398428,0.00014393366,0.000109147,0.0002314937,0.0002333377,0.00005978713],"category_scores_gemma":[0.0002092676,0.00012690263,0.000081745224,0.0043971227,0.00037672432,0.0005953419,0.00013025179,0.0006449144,0.0000021829437],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006247897,0.00016234738,0.12738433,0.0013409615,0.0012183816,0.000043110133,0.016285459,0.4709297,0.046677485,0.027295912,0.24693042,0.0611071],"study_design_scores_gemma":[0.0070019574,0.0010475616,0.09749565,0.001232872,0.00025610696,0.00008166746,0.017908242,0.46831053,0.14735541,0.111365944,0.14515583,0.0027882275],"about_ca_topic_score_codex":0.000052680683,"about_ca_topic_score_gemma":0.000013398146,"teacher_disagreement_score":0.101774596,"about_ca_system_score_codex":0.000034802324,"about_ca_system_score_gemma":0.0001752142,"threshold_uncertainty_score":0.5174939},"labels":[],"label_agreement":null},{"id":"W7028626598","doi":"","title":"Finite-element implementation of schapery-type constitutive theories based on an internal variable approach","year":2011,"lang":"en","type":"article","venue":"NPARC","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Constitutive equation; Convergence (economics); Quadratic equation; Rate of convergence; Variable (mathematics); Finite element method","score_opus":0.011056162938385196,"score_gpt":0.23075967055084515,"score_spread":0.21970350761245996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7028626598","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028453859,0.000008380212,0.782415,0.000004079954,0.00014306676,0.00013493135,0.000021824466,0.00005858881,0.18876028],"genre_scores_gemma":[0.95166653,0.0000048265233,0.0481847,0.000028740104,0.000022681292,0.0000051747547,0.00007172039,0.000007657949,0.000007973361],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995421,0.000021510328,0.00015365091,0.000095922514,0.00009887634,0.00008790699],"domain_scores_gemma":[0.99973106,0.000017490453,0.00003494551,0.00012645205,0.00006284731,0.000027183021],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00008793622,0.00008019764,0.00010334622,0.00008132632,0.000030223206,0.000012395909,0.00007330156,0.000024532843,0.0016367648],"category_scores_gemma":[0.000005341901,0.00007157876,0.000025191846,0.00013616782,0.000025088295,0.000082040264,0.000009494766,0.000050884406,0.0000019483298],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012729505,0.000105959385,0.006188663,0.00005981267,0.00019092317,0.0000012292554,0.0026916699,0.72031844,0.01606937,0.24193494,0.000109680695,0.012202004],"study_design_scores_gemma":[0.00044165552,0.00023191514,0.0014089228,0.000015608946,0.00006905969,5.496135e-7,0.00057220244,0.94914305,0.043495927,0.004250143,0.00022616441,0.00014481905],"about_ca_topic_score_codex":0.00003911077,"about_ca_topic_score_gemma":0.00001005557,"teacher_disagreement_score":0.92321265,"about_ca_system_score_codex":0.000026371787,"about_ca_system_score_gemma":0.00001749137,"threshold_uncertainty_score":0.99927586},"labels":[],"label_agreement":null},{"id":"W7030358319","doi":"","title":"Multi-objective Evolutionary Optimization for Visual Data Mining with Virtual Reality Spaces: Application to Alzheimer Gene Expressions","year":2006,"lang":"en","type":"article","venue":"NPARC","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Research Council Canada","keywords":"Context (archaeology); Set (abstract data type); Representation (politics); Virtual reality; Class (philosophy); Similarity (geometry); Range (aeronautics); Optimization problem; Pattern recognition (psychology)","score_opus":0.018412546831437435,"score_gpt":0.2710310730762015,"score_spread":0.25261852624476405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7030358319","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010520049,0.000052482734,0.988163,0.00007020197,0.00004591063,0.0004308098,0.0001125873,0.00014160994,0.0004633537],"genre_scores_gemma":[0.5949756,0.0000045479837,0.40293583,0.000015040163,0.00013080346,0.00007239915,0.0018248751,0.000022506427,0.000018380984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99917275,0.000019196304,0.00018949877,0.00031859434,0.00014246188,0.00015749663],"domain_scores_gemma":[0.9993753,0.00004469178,0.00004898527,0.00036076942,0.00011685908,0.000053394997],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007495295,0.00013675612,0.000142233,0.000097696706,0.00013984724,0.000039041854,0.00015455479,0.000060612863,0.0000312517],"category_scores_gemma":[0.000011545899,0.00012524436,0.000026945478,0.000284562,0.00001639203,0.00021643036,0.00005441878,0.000047829548,0.0000019264644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032702686,0.000029157574,0.00015342934,0.0000046636465,0.000060568203,2.1153089e-7,0.00009702556,0.969185,0.02649056,0.000058097587,0.0018962213,0.001992396],"study_design_scores_gemma":[0.0003085474,0.00004757345,0.0015494188,0.000012672679,0.00012432369,0.0000015840222,0.000070564776,0.9944328,0.0027820114,0.000023511211,0.00047748344,0.00016951085],"about_ca_topic_score_codex":0.00004423237,"about_ca_topic_score_gemma":0.00010128348,"teacher_disagreement_score":0.58522713,"about_ca_system_score_codex":0.00005732253,"about_ca_system_score_gemma":0.000018663894,"threshold_uncertainty_score":0.5107317},"labels":[],"label_agreement":null},{"id":"W7035954335","doi":"","title":"Adaptación argentina de la escala TAS-20, validez de su capacidad diagnóstica para evaluar la alexitimia y análisis de sus factores","year":2009,"lang":"es","type":"other","venue":"El Servicio de Difusión de la Creación Intelectual (National University of La Plata)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Function (biology); Relevance (law); Scale (ratio)","score_opus":0.0067924255840611965,"score_gpt":0.2438158717816177,"score_spread":0.2370234461975565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7035954335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.549509,0.0013140135,0.1500501,0.0004401095,0.00013762676,0.0007054446,0.0022348054,0.000553298,0.2950556],"genre_scores_gemma":[0.9788369,0.001769298,0.015018274,0.0002076934,0.00037119465,0.0000044089606,0.0014470442,0.00023290441,0.002112311],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99527675,0.001422499,0.0005643548,0.00075767754,0.00095775194,0.0010209556],"domain_scores_gemma":[0.9947208,0.0034066017,0.00044236524,0.00047606055,0.00046194287,0.0004922301],"candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0014065001,0.00088202005,0.0010173854,0.0010066059,0.00033476573,0.0003192046,0.0010581381,0.0015518446,0.0041761594],"category_scores_gemma":[0.0006729766,0.0011017799,0.00062581006,0.0007697486,0.00046074155,0.00027800945,0.00019938046,0.0013007729,0.00003234089],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011297193,0.0012403566,0.03701559,0.0013081033,0.0055094487,0.0013588652,0.01855308,0.81088924,0.017123109,0.057349324,0.043444015,0.005079132],"study_design_scores_gemma":[0.0036309673,0.0003232188,0.16934419,0.0015145513,0.003644703,0.00097240816,0.0018111053,0.55296093,0.0047611226,0.008929714,0.24908745,0.0030196614],"about_ca_topic_score_codex":0.002962791,"about_ca_topic_score_gemma":0.00097345025,"teacher_disagreement_score":0.42932788,"about_ca_system_score_codex":0.0017052406,"about_ca_system_score_gemma":0.0009547072,"threshold_uncertainty_score":0.99974436},"labels":[],"label_agreement":null},{"id":"W7108074794","doi":"10.1016/j.jsv.2025.119559","title":"Analytical solutions to free vibration of beam with discontinuities caused by springs","year":2025,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China; Canadian Anesthesiologists' Society","keywords":"Classification of discontinuities; Beam (structure); Eigenvalues and eigenvectors; Boundary value problem; Stiffening; Normal mode; Conjugate beam method; Vibration; Partial differential equation","score_opus":0.004678744145877802,"score_gpt":0.20486046212075087,"score_spread":0.20018171797487308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7108074794","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4971355,0.00014974043,0.50206375,0.0003066618,0.00004539991,0.00003800635,0.000004618891,0.0000073401884,0.00024897815],"genre_scores_gemma":[0.9982997,0.00003506277,0.0015303552,0.00003739854,0.000044818193,5.0228243e-7,0.0000063930725,0.0000044441554,0.000041289797],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99951863,0.000008234039,0.00025644663,0.00004885486,0.000105047395,0.00006280467],"domain_scores_gemma":[0.9997132,0.00002263518,0.00007046165,0.00006600203,0.00009500146,0.000032716056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007450459,0.00006288851,0.00014724882,0.00015985938,0.000050886723,0.000066175264,0.000047064637,0.00003052778,0.000009248686],"category_scores_gemma":[0.000016094707,0.000049223418,0.00003419825,0.00020385638,0.000019004066,0.00027074947,0.000011659162,0.0000608958,1.06177175e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001566832,0.00008595918,0.014066883,0.00018747935,0.00072928454,0.0000023388195,0.0023653905,0.7755159,0.17732435,0.016311605,0.008626847,0.0046272734],"study_design_scores_gemma":[0.0040746722,0.0013034969,0.1411003,0.0007093944,0.0016713139,0.000031188214,0.0020946907,0.7364204,0.095974274,0.012445723,0.0033309774,0.00084356836],"about_ca_topic_score_codex":0.0000060197917,"about_ca_topic_score_gemma":0.00005964188,"teacher_disagreement_score":0.50116426,"about_ca_system_score_codex":0.00002585846,"about_ca_system_score_gemma":0.00001385723,"threshold_uncertainty_score":0.20072727},"labels":[],"label_agreement":null},{"id":"W7108328840","doi":"10.1115/imece-india2025-159047","title":"Non-Destructive Methods for Buckling Load Prediction of Structures","year":2025,"lang":"","type":"article","venue":"","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Defence Research and Development Canada","funders":"","keywords":"Buckling; Finite element method; Vibration; Boundary value problem; Stiffness; Isotropy; Modal; Stability (learning theory); Modal analysis","score_opus":0.006936091238501973,"score_gpt":0.2992287019168609,"score_spread":0.29229261067835893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7108328840","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0105169965,0.0013507733,0.9737827,0.000048938356,0.0015877853,0.00060862425,0.000055069242,0.00006850273,0.011980605],"genre_scores_gemma":[0.56774014,0.00017183008,0.43145704,0.00002118034,0.00014427582,0.000017760867,0.00003672067,0.000025603229,0.00038543646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99826837,0.000051658437,0.00082764163,0.00040729652,0.00016225837,0.0002827498],"domain_scores_gemma":[0.9985313,0.00024435783,0.00017177043,0.00038979293,0.000605484,0.00005732145],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00035644197,0.00032636395,0.0006237746,0.00039094876,0.00015077392,0.00006964253,0.0002071958,0.0002757858,0.00019069677],"category_scores_gemma":[0.00010435549,0.00031922213,0.00036379564,0.00086491083,0.000059152906,0.00017932997,0.00006664224,0.0001934371,3.7915424e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011761758,0.000019541269,0.0005509844,0.00076390716,0.0014721624,1.4323193e-7,0.00071264326,0.7500584,0.08447984,0.0231278,0.00039437934,0.13830258],"study_design_scores_gemma":[0.00078116707,0.00006607676,0.0035222776,0.000114700604,0.0009734958,0.000001094165,0.000239383,0.8470841,0.12780012,0.017989615,0.0012288631,0.00019911115],"about_ca_topic_score_codex":0.00010055088,"about_ca_topic_score_gemma":0.000019067089,"teacher_disagreement_score":0.55722314,"about_ca_system_score_codex":0.00027830826,"about_ca_system_score_gemma":0.00013564677,"threshold_uncertainty_score":0.999926},"labels":[],"label_agreement":null},{"id":"W7117539452","doi":"10.1016/j.tws.2025.114463","title":"Nonlinear chaotic and periodic responses of obliquely stiffened sigmoid FG cylindrical shells under principal torsional parametric, subharmonic, and 1:2 internal resonances","year":2025,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Petroleum Technology Research Centre","keywords":"Nonlinear system; Sigmoid function; Parametric statistics; Chaotic; Torsion (gastropod); Shell (structure); Quadratic equation; Multiple-scale analysis; Discretization","score_opus":0.007763610830737606,"score_gpt":0.2404366693873666,"score_spread":0.232673058556629,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117539452","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896866,0.0068050097,0.0024060234,0.0001392588,0.00022316439,0.00016990693,0.000025794749,0.00007910084,0.00046511862],"genre_scores_gemma":[0.9923646,0.00090686016,0.0063164025,0.00009830138,0.00006591728,0.0000039928873,0.000019571386,0.00001900827,0.00020536319],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9986491,0.00009256216,0.00041947266,0.00033313347,0.0002726288,0.00023307494],"domain_scores_gemma":[0.9992159,0.0002914076,0.000089280256,0.00022209874,0.00008753645,0.00009376612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015952258,0.00027218446,0.0004866766,0.00043147343,0.0001194924,0.00009408557,0.0001949204,0.00016747063,0.000098102704],"category_scores_gemma":[0.00010622049,0.00022553389,0.00009245906,0.0004087933,0.00016051003,0.00010162165,0.00012697911,0.00029890664,4.799114e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.006462106,0.0003153515,0.055716116,0.0025081814,0.0046575232,0.00015123881,0.0097409,0.6319571,0.14073716,0.045164462,0.0022650636,0.100324795],"study_design_scores_gemma":[0.0024627184,0.0002850699,0.5102499,0.0002578276,0.0004216815,0.000060336737,0.00025967485,0.44626912,0.026479557,0.010545607,0.0019160075,0.00079250045],"about_ca_topic_score_codex":0.000054989214,"about_ca_topic_score_gemma":0.000067444584,"teacher_disagreement_score":0.4545338,"about_ca_system_score_codex":0.000059212405,"about_ca_system_score_gemma":0.000057695685,"threshold_uncertainty_score":0.91970056},"labels":[],"label_agreement":null},{"id":"W7132946744","doi":"","title":"A unified theory for laminated plates","year":2007,"lang":"","type":"dissertation","venue":"TSpace","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Toronto","keywords":"Antisymmetric relation; Isotropy; Finite element method; Shear (geology); Plate theory; Beam (structure); Constant (computer programming); Stiffness; Transverse plane","score_opus":0.008070158466176907,"score_gpt":0.31468132411707855,"score_spread":0.30661116565090163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132946744","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2829716,0.0072416756,0.61881024,0.00018908402,0.0030961875,0.002387068,0.000060557548,0.0004950931,0.08474848],"genre_scores_gemma":[0.9232193,0.00050588883,0.0085271755,0.000035459507,0.00047416307,0.000047939295,0.005606444,0.00021843518,0.061365176],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99831784,0.000044214452,0.0005120316,0.00044679642,0.00021343723,0.0004656567],"domain_scores_gemma":[0.9984843,0.00047911156,0.00023248172,0.00037262603,0.0003221148,0.000109365705],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003590486,0.0005394173,0.0005993246,0.0004842426,0.00021372258,0.00012288998,0.00023715418,0.00061436056,0.0011117132],"category_scores_gemma":[0.00009980884,0.0005707958,0.00034472236,0.00063404697,0.00002414279,0.0000830868,0.000015595424,0.00034178936,0.000028301723],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021870707,0.00012641773,0.00008484903,0.003016406,0.0032939245,0.000019988684,0.04624438,0.7446441,0.06903285,0.06837372,0.0016701752,0.061306123],"study_design_scores_gemma":[0.002307819,0.00029996628,0.0019130373,0.0007252092,0.0032070135,0.0000074065397,0.010338737,0.8735104,0.087029375,0.007799281,0.010513718,0.0023480172],"about_ca_topic_score_codex":0.00006145046,"about_ca_topic_score_gemma":0.00025369535,"teacher_disagreement_score":0.6402477,"about_ca_system_score_codex":0.00014487446,"about_ca_system_score_gemma":0.000045195706,"threshold_uncertainty_score":0.9998014},"labels":[],"label_agreement":null},{"id":"W75172473","doi":"10.1139/tcsme-2007-0007","title":"INVESTIGATING THE EFFECT OF THE ORTHOTROPIC PROPERTY OF PIEZOELECTRIC PVDF","year":2007,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Orthotropic material; Piezoelectricity; Materials science; Polyvinylidene fluoride; Composite material; Isotropy; Voltage; Actuator; Smart material; Modulus; Finite element method; Structural engineering; Optics; Polymer; Electrical engineering; Engineering","score_opus":0.003987318577378571,"score_gpt":0.17776013851252026,"score_spread":0.17377281993514168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W75172473","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2341712,0.00022398081,0.7640411,0.00024888598,0.0004131698,0.0007362701,0.000034670822,0.00004315395,0.00008754266],"genre_scores_gemma":[0.9970609,0.000006886399,0.002837276,0.000016417724,0.000023543751,0.000010106735,0.0000012552472,0.000019815881,0.000023775683],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993092,0.000012372352,0.00027293863,0.00007480935,0.0001388853,0.00019182592],"domain_scores_gemma":[0.9994389,0.00014010932,0.00005508773,0.00025776823,0.00004756089,0.00006061163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028943547,0.00010740921,0.00018125183,0.00003761114,0.00014648424,0.000006442794,0.00028198576,0.00008517646,0.0000072337075],"category_scores_gemma":[0.00004087149,0.00005310709,0.0005521849,0.0006551717,0.000039072027,0.000031697287,0.00000489938,0.00021176183,4.823358e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020231716,0.000002037113,0.00008434906,0.00019760855,0.00020812271,1.7903385e-8,0.00019465285,0.958442,0.035752777,0.0003703427,0.00003654309,0.004709534],"study_design_scores_gemma":[0.0002104617,0.000050419392,0.0005177621,0.0000629898,0.00027022726,0.000002182519,0.00002724216,0.81117606,0.18722768,0.00003615514,0.000328655,0.00009015166],"about_ca_topic_score_codex":0.0021215621,"about_ca_topic_score_gemma":0.011291429,"teacher_disagreement_score":0.76288974,"about_ca_system_score_codex":0.00013300673,"about_ca_system_score_gemma":0.000048402697,"threshold_uncertainty_score":0.63008827},"labels":[],"label_agreement":null},{"id":"W80062322","doi":"10.1016/b978-008043948-8/50051-5","title":"Nonlinear Analysis of a Storage Tank by the DQM","year":2001,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Nyström method; Nonlinear system; Rotational symmetry; Foundation (evidence); Quadrature (astronomy); Shell (structure); Finite element method; Structural engineering; Base (topology); Boundary value problem; Storage tank; Engineering; Mathematics; Mechanics; Physics; Mathematical analysis; Mechanical engineering","score_opus":0.005126745014731041,"score_gpt":0.1974443679014984,"score_spread":0.19231762288676738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W80062322","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00019000677,0.002575025,0.00089787296,0.00001289766,0.00010649668,0.00016118532,0.00016036455,0.00006446632,0.99583167],"genre_scores_gemma":[0.004423567,0.0004417543,0.0005392096,0.000075335636,0.00015253546,0.0000065869153,0.00034735788,0.000086014246,0.99392766],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989065,0.000012798574,0.00044066386,0.00021783056,0.0002694757,0.00015274093],"domain_scores_gemma":[0.9990861,0.00003915429,0.00015606267,0.00058711646,0.0000817566,0.000049805734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000952747,0.000306707,0.0006633919,0.00030992122,0.000053636566,0.00003167907,0.0002639743,0.00019710555,0.0007644347],"category_scores_gemma":[0.0000026456232,0.00023050426,0.0005426513,0.00011331277,0.000054388795,0.000019861001,0.000039550345,0.00028283524,0.000009924913],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007159703,0.000005878697,0.000013037773,0.000067005516,0.0076062097,0.000010021913,0.00029426877,0.06707248,0.0002539327,0.0005767053,0.0012563112,0.92283696],"study_design_scores_gemma":[0.00007011515,0.000012026112,0.000008428954,0.00003350795,0.0037641812,0.0000018854935,0.0000033008678,0.06757488,0.000057807723,0.00014952342,0.9280755,0.00024885108],"about_ca_topic_score_codex":0.0000015283766,"about_ca_topic_score_gemma":0.00010989729,"teacher_disagreement_score":0.9268192,"about_ca_system_score_codex":0.00006512673,"about_ca_system_score_gemma":0.000012288174,"threshold_uncertainty_score":0.93996906},"labels":[],"label_agreement":null},{"id":"W854232854","doi":"10.1063/1.4918404","title":"An accurate higher order plate theory for tailoring the properties of functionally graded porous media","year":2015,"lang":"en","type":"article","venue":"AIP conference proceedings","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Homogenization (climate); Composite material; Porous medium; Plate theory; Toughness; Material properties; Anisotropy; Porosity; Elasticity (physics); Compatibility (geochemistry); Extensibility; Homogeneity (statistics); Material Design; Structural engineering; Finite element method; Computer science; Engineering","score_opus":0.038566438134422884,"score_gpt":0.22792683563879054,"score_spread":0.18936039750436767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W854232854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91331637,0.0007035076,0.08087637,0.0005178618,0.00072118134,0.00054706173,0.000009907049,0.00034459127,0.0029631394],"genre_scores_gemma":[0.99831957,0.000029994062,0.0012610579,0.000053660446,0.00016651601,0.0000436293,0.000013399994,0.0000222544,0.000089900575],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993036,0.000006574316,0.00021134524,0.00014739203,0.0001728966,0.00015820595],"domain_scores_gemma":[0.9990602,0.000024230394,0.0000710281,0.00009014524,0.0006945504,0.000059861984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023125784,0.00013946783,0.00016743144,0.000060651193,0.000063686246,0.00009574526,0.00020596593,0.00005729976,0.00003477273],"category_scores_gemma":[0.000052861207,0.000091075366,0.000035446355,0.00019830765,0.000053734177,0.0003591064,0.000021739022,0.00009254359,0.0000020254904],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009597476,0.00012129164,0.0065512327,0.00050599757,0.00095886877,0.0000014145693,0.048460975,0.057851985,0.6579434,0.20388913,0.0030957642,0.019660154],"study_design_scores_gemma":[0.0021724228,0.00046195296,0.008712511,0.0002401757,0.00047645127,0.000015435491,0.0065993113,0.8484171,0.06795995,0.057794977,0.005973177,0.0011765478],"about_ca_topic_score_codex":0.000012284507,"about_ca_topic_score_gemma":0.000008809718,"teacher_disagreement_score":0.7905651,"about_ca_system_score_codex":0.000027541271,"about_ca_system_score_gemma":0.0000396105,"threshold_uncertainty_score":0.37139454},"labels":[],"label_agreement":null},{"id":"W885282130","doi":"10.5281/zenodo.15439307","title":"EXACT BUCKLING SOLUTION OF COMPOSITE WEB/FLANGE ASSEMBLY","year":2013,"lang":"en","type":"article","venue":"Espace ÉTS (ETS)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Buckling; Fuselage; Flange; Structural engineering; Aerospace; Orthotropic material; Composite number; Specific modulus; Stiffness; Engineering; Curvature; Materials science; Composite material; Finite element method; Aerospace engineering; Mathematics; Geometry","score_opus":0.005364882856794602,"score_gpt":0.20584329695105164,"score_spread":0.20047841409425704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W885282130","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9568966,0.00054607895,0.034822296,0.00022780107,0.00025423587,0.00017508736,0.0000051916613,0.00020314958,0.0068695582],"genre_scores_gemma":[0.99576586,0.00007466973,0.0037575949,0.000023742634,0.00010328729,0.0000066268535,0.000031550902,0.000025551524,0.0002110924],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992832,0.000023202529,0.000204945,0.00013824993,0.00015931515,0.0001911012],"domain_scores_gemma":[0.9995467,0.000032510907,0.00006026171,0.00022076754,0.00007950353,0.00006023821],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006774327,0.00014097223,0.00021297613,0.00014203582,0.000051007195,0.00005124176,0.000108365006,0.00007695955,0.00022141647],"category_scores_gemma":[0.000008322814,0.00013546013,0.00008916241,0.0002539834,0.000014740358,0.0002015681,0.000028326156,0.0001085373,0.00007991705],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000785169,0.000022286808,0.003560914,0.00008284802,0.0001353214,0.0000020226173,0.00063365354,0.37870863,0.60656905,0.00021297482,0.004447021,0.0056174365],"study_design_scores_gemma":[0.0002932677,0.00002637918,0.022551589,0.000051511568,0.000072836054,0.0000041193084,0.00005955593,0.94716257,0.026613299,0.00003941202,0.0028700386,0.00025541833],"about_ca_topic_score_codex":0.0001357893,"about_ca_topic_score_gemma":0.00010543182,"teacher_disagreement_score":0.57995576,"about_ca_system_score_codex":0.00005376243,"about_ca_system_score_gemma":0.0000073482406,"threshold_uncertainty_score":0.5523904},"labels":[],"label_agreement":null},{"id":"W895777858","doi":"10.1016/j.compstruct.2015.07.019","title":"On thermal instability of delaminated composite plates","year":2015,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; McGill University","funders":"","keywords":"Buckling; Materials science; Delamination (geology); Boundary value problem; Plate theory; Nonlinear system; Composite laminates; Ritz method; Bifurcation; Structural engineering; Composite number; Föppl–von Kármán equations; Mechanics; Composite material; Mathematics; Mathematical analysis; Physics; Engineering","score_opus":0.008981711010907634,"score_gpt":0.21561769012332357,"score_spread":0.20663597911241594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W895777858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.989252,0.0004576193,0.00302727,0.000018142899,0.00032116054,0.00014376144,0.000029455792,0.00021064488,0.006539978],"genre_scores_gemma":[0.9967416,0.0000083381765,0.003000962,0.000038813723,0.000058641635,0.0000026678995,0.00010621166,0.00003247503,0.000010304315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882597,0.000059027167,0.0003789142,0.00022701328,0.0002860011,0.0002230786],"domain_scores_gemma":[0.9991655,0.00007492723,0.00008032096,0.00038781864,0.00015984189,0.00013160634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000086845066,0.00026459468,0.00037555362,0.00018325928,0.000062233376,0.000043158198,0.00026112585,0.00011282698,0.000068157045],"category_scores_gemma":[0.000015847156,0.00022620281,0.00011573955,0.00033864003,0.000084583146,0.00011113257,0.000051387065,0.00019789422,0.000006098838],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012629345,0.000025651596,0.0040862802,0.000054057466,0.00016071266,0.0000064883643,0.0006378885,0.89235663,0.09595633,0.0021971022,0.00032068082,0.004071882],"study_design_scores_gemma":[0.0025384913,0.00041523552,0.19544578,0.000106779196,0.0002841252,0.000044311753,0.00011363966,0.39739478,0.38499412,0.016810725,0.0006890969,0.0011629314],"about_ca_topic_score_codex":0.000031717565,"about_ca_topic_score_gemma":0.000012126611,"teacher_disagreement_score":0.49496186,"about_ca_system_score_codex":0.00008443761,"about_ca_system_score_gemma":0.000015655869,"threshold_uncertainty_score":0.9224283},"labels":[],"label_agreement":null},{"id":"W9196375","doi":"10.1136/adc.76.5.477f","title":"Modélisation tridimensionnelle par éléments finis enrichis pour le calcul de singularités de délaminage et à la jonction de matériaux anisotropes","year":2008,"lang":"fr","type":"dissertation","venue":"Archives of Disease in Childhood","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Humanities; Physics; Philosophy","score_opus":0.00508071967926913,"score_gpt":0.2269315495533506,"score_spread":0.22185082987408147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W9196375","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8682251,0.0013116588,0.12756217,0.0001596141,0.0001333989,0.0003365617,0.000107807384,0.000059967562,0.0021037108],"genre_scores_gemma":[0.9554209,0.0020182596,0.040197823,0.000059935115,0.00012611206,0.000035130426,0.0018955722,0.000093050956,0.00015318622],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9975914,0.0005509932,0.0006747618,0.00045659483,0.0002653353,0.0004609506],"domain_scores_gemma":[0.99872655,0.00032268686,0.00029172932,0.0003465942,0.000045700377,0.00026671513],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018533964,0.00045356626,0.0005204616,0.0004917518,0.00022808116,0.00006153756,0.00024009349,0.00022151237,0.000038466078],"category_scores_gemma":[0.00017520296,0.0005355754,0.00040199835,0.00032423178,0.00006692029,0.00020595032,0.000051362713,0.00044314648,0.0000039941415],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002972085,0.00075943186,0.022974402,0.00036633408,0.00027870294,0.000047269208,0.019538388,0.9376516,0.011100463,0.002298014,0.00003419044,0.00465402],"study_design_scores_gemma":[0.0011354162,0.00005121868,0.5619316,0.00046257896,0.0003415329,0.000007730988,0.0005877173,0.42438316,0.0034668457,0.0072656223,0.00003129175,0.0003352909],"about_ca_topic_score_codex":0.0021842388,"about_ca_topic_score_gemma":0.00042949474,"teacher_disagreement_score":0.5389572,"about_ca_system_score_codex":0.0001715908,"about_ca_system_score_gemma":0.00074497605,"threshold_uncertainty_score":0.9997096},"labels":[],"label_agreement":null}]}