{"meta":{"query_hash":"b7dc31ae38ff","filters":{"venue":"Computers & Structures"},"cohort_total":67,"direct_labels_cover":0,"predictions_cover":67,"exported":67,"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/b7dc31ae38ff","api":"https://metacan.xera.ac/api/v1/cohort?venue=Computers+%26+Structures"},"results":[{"id":"W109866943","doi":"10.1016/j.compstruc.2012.05.005","title":"Dedicated to Daniel Joseph Gorman (1930–2011)","year":2012,"lang":"en","type":"article","venue":"Computers & Structures","topic":"History and advancements in chemistry","field":"Chemistry","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":"","keywords":"Mathematical economics; Calculus (dental); Art history; Computer science; Mathematics; Art; Medicine; Orthodontics","score_opus":0.014456529135529476,"score_gpt":0.25884756054171004,"score_spread":0.24439103140618057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W109866943","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9337229,0.0012434704,0.0058377977,0.00018584459,0.0028532564,0.00011163575,0.000049344108,0.0004633221,0.0555324],"genre_scores_gemma":[0.9854266,0.000007374508,0.009098915,0.00089614955,0.0013351588,0.000009455756,0.00006804499,0.000034842622,0.0031234804],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986498,0.000010497322,0.00024123162,0.00030329084,0.00024210483,0.0005531285],"domain_scores_gemma":[0.9989315,0.00004208053,0.00008853602,0.00049844506,0.000031459156,0.00040794708],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000064515436,0.0002470524,0.0002032789,0.000039761668,0.00018150044,0.00002901927,0.00050190836,0.00012943264,0.0022892298],"category_scores_gemma":[0.000023167642,0.00023785091,0.00007221744,0.000071266484,0.00008145396,0.00014941057,0.0001897645,0.00025918765,0.00015933503],"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":[0.00007900615,0.00015812617,0.00551707,0.00032760252,0.00017886572,0.000026045745,0.002781117,0.00034623983,0.5597244,0.0011156609,0.38351873,0.046227127],"study_design_scores_gemma":[0.00034693797,0.000010850281,0.00087435724,0.000033141383,0.000023845718,0.000030971536,0.00006615545,0.000049494964,0.20252505,0.00029440326,0.79536736,0.00037745334],"about_ca_topic_score_codex":0.0000047427716,"about_ca_topic_score_gemma":7.4658885e-7,"teacher_disagreement_score":0.4118486,"about_ca_system_score_codex":0.00012888631,"about_ca_system_score_gemma":0.000026321577,"threshold_uncertainty_score":0.99862283},"labels":[],"label_agreement":null},{"id":"W1973278501","doi":"10.1016/j.compstruc.2010.10.003","title":"Volume of Solid (VOS) and surface tracking method for metal forming applications","year":2010,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Fluid Dynamics Simulations and Interactions","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 British Columbia","funders":"","keywords":"Volume of fluid method; Metal forming; Surface (topology); Representation (politics); Focus (optics); Process (computing); Forming processes; Mechanical engineering; Volume (thermodynamics); Solid surface; Eulerian path; Computer science; Mechanics; Engineering drawing; Materials science; Geometry; Engineering; Mathematics; Applied mathematics; Physics; Optics; Thermodynamics; Lagrangian","score_opus":0.007976698269079622,"score_gpt":0.2763062754433882,"score_spread":0.2683295771743086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973278501","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":[0.18653299,0.00006690481,0.8125954,0.000019238492,0.00037899084,0.00018595862,0.00005271131,0.00006749348,0.00010031734],"genre_scores_gemma":[0.67334956,0.0000033876554,0.3265295,0.000007909272,0.000059671933,0.000008886389,0.00001307703,0.000013648124,0.000014340973],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954385,0.0000051395546,0.0001756792,0.00011429161,0.000046261543,0.00011480901],"domain_scores_gemma":[0.99958175,0.0001363255,0.000034260775,0.0001493658,0.00006124554,0.000037034355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005628947,0.000094163945,0.00013944578,0.00006173213,0.00009022755,0.00002784108,0.00009245277,0.00005240667,0.000012378322],"category_scores_gemma":[0.000010029602,0.00009430159,0.00005653031,0.000071996146,0.000026706535,0.00013370956,0.000022031281,0.00012237135,4.3511034e-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":[0.0000036829822,0.000008700093,0.00019808534,0.00009369189,0.00009642734,1.3814311e-7,0.00038006948,0.6817987,0.22861207,0.017658174,0.00045855567,0.0706917],"study_design_scores_gemma":[0.00012690779,0.000011672051,0.0020247556,0.00000472764,0.000025564035,0.000010563137,0.000021849175,0.9828434,0.004718185,0.0035935284,0.006520417,0.000098415876],"about_ca_topic_score_codex":0.000009841949,"about_ca_topic_score_gemma":0.000022110915,"teacher_disagreement_score":0.48681659,"about_ca_system_score_codex":0.000009300102,"about_ca_system_score_gemma":0.0000064980254,"threshold_uncertainty_score":0.38455072},"labels":[],"label_agreement":null},{"id":"W1979184361","doi":"10.1016/s0045-7949(99)00049-8","title":"Large strain finite element analysis of sand: model, algorithm and application to numerical simulation of tire–sand interaction","year":2000,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Geotechnical Engineering and Soil Mechanics","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":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tangent; Finite element method; Nonlinear system; Algorithm; Software; Moduli; Computer science; Mathematics; Structural engineering; Engineering; Geometry; Physics","score_opus":0.005546329047608174,"score_gpt":0.2355150466512621,"score_spread":0.22996871760365392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979184361","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":[0.12054843,0.000034252214,0.87914985,0.0000067319934,0.000039771945,0.00008480038,0.00005172506,0.00006217837,0.000022247696],"genre_scores_gemma":[0.9869389,0.000013054965,0.01294959,0.000016438677,0.000017862545,0.000004329661,0.000048101025,0.0000096510175,0.000002066965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994141,0.00000881716,0.00022969187,0.00012938827,0.00011096463,0.00010705167],"domain_scores_gemma":[0.99970233,0.00004838715,0.000030180227,0.00014356406,0.000024387884,0.000051167597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005369213,0.000099554716,0.00021344212,0.00014953958,0.0000171544,0.000009113137,0.000067205176,0.0000563706,0.00001817366],"category_scores_gemma":[0.000005358321,0.00010015173,0.000052132567,0.00028590937,0.0000061972364,0.00003738868,0.000016014981,0.00007557943,4.3493958e-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":[0.0000046232653,0.0000063474367,0.0000025931884,0.00001695091,0.00008171461,9.900557e-8,0.00018726927,0.77658117,0.0004815056,0.0000623021,0.000008605817,0.22256681],"study_design_scores_gemma":[0.00013057905,0.00003292993,0.0007270196,0.000009008767,0.00008607484,2.8133613e-7,0.000008039459,0.99780387,0.0007112929,0.00024432348,0.00015871045,0.000087873],"about_ca_topic_score_codex":0.0000078791945,"about_ca_topic_score_gemma":7.192607e-7,"teacher_disagreement_score":0.86639047,"about_ca_system_score_codex":0.000020069721,"about_ca_system_score_gemma":0.0000027648423,"threshold_uncertainty_score":0.40840688},"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":"W1989946835","doi":"10.1016/j.compstruc.2006.11.003","title":"A fluidelastic model for the dynamics of cantilevered plates with an additional spring support in axial flow","year":2007,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Fluid Dynamics and Vibration Analysis","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":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cantilever; Spring (device); Trailing edge; Mechanics; Structural engineering; Vibration; Displacement (psychology); Nonlinear system; Flow (mathematics); Vortex-induced vibration; Fluid–structure interaction; Deformation (meteorology); Fluid dynamics; Engineering; Vortex; Geology; Physics; Finite element method; Acoustics","score_opus":0.007480438947060735,"score_gpt":0.21002789791894608,"score_spread":0.20254745897188534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989946835","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":[0.13899033,0.000012001515,0.8603722,0.000017120234,0.000105415515,0.00009770918,0.00035488277,0.00003268074,0.000017671025],"genre_scores_gemma":[0.9336317,0.0000028549875,0.06591592,0.0000341872,0.000050811548,0.0000050648905,0.00033639118,0.000017644832,0.000005408827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993738,0.0000040647633,0.00021722967,0.0001196439,0.00012099348,0.00016428545],"domain_scores_gemma":[0.99960715,0.00014275413,0.00003046209,0.0001332962,0.000045032717,0.000041297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007629734,0.00011399168,0.00014276826,0.000120807475,0.000045944063,0.000026832891,0.00014785508,0.000043531887,0.000051913492],"category_scores_gemma":[0.0000074347136,0.000085463405,0.000048329992,0.0001224555,0.000037228234,0.000080297934,0.000015805696,0.00007872551,1.8754223e-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":[0.000045008303,0.000004846202,0.0002111912,0.000017725108,0.00005421547,0.000001893796,0.0001581665,0.99163,0.00009692451,0.004819483,0.00033337256,0.0026271765],"study_design_scores_gemma":[0.00029488394,0.000032928867,0.007614058,0.000011087945,0.000021438595,0.000003813125,0.000033393368,0.9910057,0.00006512879,0.00079293165,0.000018239265,0.00010639318],"about_ca_topic_score_codex":0.00003760064,"about_ca_topic_score_gemma":0.0030152986,"teacher_disagreement_score":0.7946414,"about_ca_system_score_codex":0.00005148582,"about_ca_system_score_gemma":0.00003276611,"threshold_uncertainty_score":0.34850964},"labels":[],"label_agreement":null},{"id":"W2010327873","doi":"10.1016/j.compstruc.2005.10.005","title":"Sensitivity analysis of steel moment frames accounting for geometric and material nonlinearity","year":2005,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Seismic Performance and Analysis","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":"University of Waterloo; Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Sensitivity (control systems); Moment (physics); Nonlinear system; Mathematics; Materials science; Structural engineering; Engineering; Physics; Classical mechanics; Electronic engineering","score_opus":0.00669856486028417,"score_gpt":0.22228672548661882,"score_spread":0.21558816062633465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010327873","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9323145,0.00013031493,0.06716136,0.00002707655,0.00015753876,0.000059572747,0.000086021006,0.00005258684,0.000011012892],"genre_scores_gemma":[0.985068,0.00003920265,0.014506625,0.00007206834,0.00024634885,0.0000020649015,0.00005345608,0.000009049617,0.000003149319],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936676,0.00000864604,0.0002017279,0.00014778577,0.00010805447,0.00016699992],"domain_scores_gemma":[0.99967045,0.00006826456,0.00005053503,0.00013790154,0.00003828045,0.000034547902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011188637,0.00012320769,0.00033531044,0.0004935038,0.00004948745,0.00004692571,0.00006703042,0.000055185803,0.0000144344385],"category_scores_gemma":[0.0000071921727,0.00011286974,0.00011470116,0.00057935657,0.000028436372,0.00011189634,0.000039297764,0.0000571597,2.7470205e-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":[0.0000149779735,0.000012897812,0.01056759,0.000126847,0.0015855363,0.0000010652237,0.00025190378,0.8228042,0.0064182915,0.00004801645,0.0004383315,0.15773031],"study_design_scores_gemma":[0.00015953521,0.000010366412,0.11954934,0.0000057095813,0.00042196043,0.0000013363107,0.000024993662,0.8712417,0.0074806255,0.000027904913,0.0009557079,0.00012080571],"about_ca_topic_score_codex":0.000036581412,"about_ca_topic_score_gemma":0.000018054283,"teacher_disagreement_score":0.1576095,"about_ca_system_score_codex":0.000027171429,"about_ca_system_score_gemma":0.0000047897065,"threshold_uncertainty_score":0.46026945},"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":"W2019831368","doi":"10.1016/j.compstruc.2006.12.001","title":"On inception of cracking in composite materials with brittle matrix","year":2007,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Composite Material Mechanics","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":"McMaster University","funders":"","keywords":"Brittleness; Homogenization (climate); Materials science; Cracking; Composite number; Volume fraction; Structural engineering; Composite material; Computer science; Engineering","score_opus":0.0039927348795323865,"score_gpt":0.2162563601374692,"score_spread":0.21226362525793682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019831368","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9680672,0.000043981032,0.030597843,0.000005607135,0.0009073901,0.0001475458,0.000010139333,0.000125713,0.00009456059],"genre_scores_gemma":[0.99049395,0.0000033861356,0.009338475,0.000021911108,0.00009562865,0.0000012978454,0.000014284649,0.000029548091,0.000001532142],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99920654,0.000020338079,0.0002729947,0.00014396563,0.00014619,0.00020999437],"domain_scores_gemma":[0.9996477,0.000059129303,0.000055159777,0.00017971253,0.000021759557,0.00003653528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010979881,0.00015671497,0.00023503903,0.00018372216,0.000021870226,0.000041958792,0.00015778212,0.000064259155,0.000033420452],"category_scores_gemma":[0.0000027999495,0.00014637568,0.000020123616,0.0001481506,0.00002190062,0.000060497714,0.000044060558,0.00008546105,0.0000036951824],"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":[0.000179322,0.000012681855,0.00028814666,0.00014218899,0.000021767155,0.000028938804,0.00035248834,0.06701178,0.9228029,0.0035604688,0.00006613716,0.005533134],"study_design_scores_gemma":[0.00080597075,0.00016693899,0.060114056,0.00029031196,0.000011844267,0.000038852442,0.000022363673,0.0046148864,0.9305845,0.0029421789,0.000092100374,0.000315977],"about_ca_topic_score_codex":0.00003502868,"about_ca_topic_score_gemma":0.000023886067,"teacher_disagreement_score":0.06239689,"about_ca_system_score_codex":0.000072007184,"about_ca_system_score_gemma":0.000004372653,"threshold_uncertainty_score":0.59690267},"labels":[],"label_agreement":null},{"id":"W2037494063","doi":"10.1016/s0045-7949(02)00472-8","title":"Modeling the structural dynamic response of overhead transmission lines","year":2003,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":125,"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":"Overhead (engineering); Electric power transmission; Transmission (telecommunications); Structural engineering; Computer science; Engineering; Telecommunications; Electrical engineering","score_opus":0.006706735509159627,"score_gpt":0.22531847112577366,"score_spread":0.21861173561661404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037494063","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":[0.4906432,0.00036987176,0.5085871,0.000038790695,0.00019492513,0.000046691657,0.0000031568002,0.00006459928,0.000051653762],"genre_scores_gemma":[0.9899764,0.000026740277,0.009885028,0.00004800493,0.000019042425,0.0000011415409,0.0000072960315,0.000016721071,0.000019626419],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992599,0.00008629147,0.0002392991,0.00012549585,0.00014677724,0.00014227591],"domain_scores_gemma":[0.99960965,0.00006731623,0.000026099722,0.00022041197,0.00003236124,0.00004416856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010176033,0.000143637,0.0001709915,0.000084326,0.000086914835,0.000028445522,0.00016762743,0.000059454575,0.00004972135],"category_scores_gemma":[0.0000165258,0.00009653512,0.00010779097,0.00017490669,0.000039004448,0.00006881749,0.000010464193,0.00011715117,8.626043e-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":[0.000028569088,0.0000010827747,0.000031646006,0.000017680099,0.000040277173,9.088305e-7,0.0004606577,0.9893245,0.0037895201,0.0006769656,0.000057741632,0.0055704694],"study_design_scores_gemma":[0.00018475605,0.0000119290535,0.0015148222,0.000012681916,0.000023248176,0.000009798824,0.00008285471,0.9945729,0.000962705,0.0023791778,0.00013333879,0.000111786685],"about_ca_topic_score_codex":0.0000060738453,"about_ca_topic_score_gemma":0.000006381598,"teacher_disagreement_score":0.4993332,"about_ca_system_score_codex":0.000024899315,"about_ca_system_score_gemma":0.000019691393,"threshold_uncertainty_score":0.3936588},"labels":[],"label_agreement":null},{"id":"W2041749499","doi":"10.1016/j.compstruc.2006.10.013","title":"Particle swarm approach for structural design optimization","year":2007,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Advanced Multi-Objective Optimization Algorithms","field":"Computer Science","cited_by":703,"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; University of Toronto","funders":"","keywords":"Multi-swarm optimization; Mathematical optimization; Metaheuristic; Benchmark (surveying); Particle swarm optimization; Meta-optimization; Derivative-free optimization; Computer science; Scope (computer science); Engineering optimization; Continuous optimization; Optimization problem; Imperialist competitive algorithm; Constraint (computer-aided design); Algorithm; Mathematics","score_opus":0.025396158069988194,"score_gpt":0.28298057101651747,"score_spread":0.2575844129465293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2041749499","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":[0.00047356024,0.00013852394,0.99721867,0.00006121933,0.00084366667,0.0007749654,0.000003998373,0.0004000343,0.00008537988],"genre_scores_gemma":[0.16310197,0.000003780001,0.83631766,0.00030515302,0.00017879625,0.000019446385,0.000021167154,0.000024965715,0.000027040118],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981041,0.0000671772,0.00035607402,0.0006501229,0.00028175872,0.0005407951],"domain_scores_gemma":[0.99860185,0.0002766832,0.00018320883,0.0005015647,0.00025927668,0.00017742623],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00031314822,0.00027271334,0.000236843,0.000129474,0.00032730223,0.00021760823,0.0008324319,0.00009836084,0.0000051348297],"category_scores_gemma":[0.00007876101,0.00025110238,0.000092515475,0.0005018966,0.0000918544,0.0006610108,0.00018986402,0.00012912006,0.0000014358087],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031586227,0.00001449608,0.000039390252,0.000009368351,0.000022109569,0.0000031986624,0.00044977243,0.9512786,0.00012545976,0.011151907,0.00015776318,0.036716305],"study_design_scores_gemma":[0.00092526013,0.0000920092,0.0007105228,0.0000036071158,0.000008409936,0.000034518922,0.00003559439,0.9845149,0.008775418,0.0044772234,0.000110712484,0.00031184556],"about_ca_topic_score_codex":0.0000034515426,"about_ca_topic_score_gemma":4.648696e-7,"teacher_disagreement_score":0.16262841,"about_ca_system_score_codex":0.00011299453,"about_ca_system_score_gemma":0.000049715345,"threshold_uncertainty_score":0.9999941},"labels":[],"label_agreement":null},{"id":"W2044299689","doi":"10.1016/s0045-7949(03)00342-0","title":"Comparison of numerical techniques for 3D flutter analysis of cable-stayed bridges","year":2003,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Fluid Dynamics and Vibration Analysis","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":"Carleton University","funders":"","keywords":"Flutter; Structural engineering; Finite strip method; Finite element method; Aerodynamics; Engineering; Spline (mechanical); Stiffness; Deck; Aerodynamic force; Numerical analysis; STRIPS; Girder; Computer science; Mathematics; Aerospace engineering; Mathematical analysis","score_opus":0.011898213931214752,"score_gpt":0.27753340045236025,"score_spread":0.2656351865211455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044299689","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":[0.04063686,0.00013411566,0.958759,0.000013092502,0.000102713,0.000096833974,0.00004111828,0.00007183879,0.00014439861],"genre_scores_gemma":[0.871759,0.000006821243,0.12811242,0.00003133385,0.000014909414,0.000004613402,0.000051307048,0.0000130198705,0.0000065910335],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992019,0.000024126293,0.00037739388,0.00014100081,0.0001227379,0.00013284429],"domain_scores_gemma":[0.9995006,0.00007943982,0.000083009734,0.0002191096,0.0000786131,0.00003925754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006238871,0.00012978452,0.00051928306,0.00031923593,0.000027759725,0.000018502999,0.0001333551,0.00006361141,0.000051186384],"category_scores_gemma":[0.00001443006,0.00012090446,0.00022976096,0.0005033974,0.00003571601,0.00003920667,0.00001351389,0.000057080157,1.6902975e-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":[0.000006804928,0.000017226977,0.008886235,0.00006268004,0.0010297617,1.7917446e-7,0.00021469688,0.97896737,0.002356529,0.0019404057,0.0021640223,0.004354088],"study_design_scores_gemma":[0.0000994999,0.000031521613,0.006576488,0.0000052406776,0.00040075913,2.9080934e-7,0.000024265426,0.9711842,0.020329943,0.00014335883,0.0010882159,0.00011621337],"about_ca_topic_score_codex":0.000029483015,"about_ca_topic_score_gemma":0.00001270754,"teacher_disagreement_score":0.8311221,"about_ca_system_score_codex":0.00002280101,"about_ca_system_score_gemma":0.000009653293,"threshold_uncertainty_score":0.49303406},"labels":[],"label_agreement":null},{"id":"W2051204809","doi":"10.1016/j.compstruc.2015.01.008","title":"Application of damage–plasticity models in finite element analysis of punching shear","year":2015,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":78,"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":"European Social Fund; Politechnika Krakowska; European Commission","keywords":"Truss; Finite element method; Plasticity; Structural engineering; Punching; Slab; Discretization; Viscoplasticity; Hexahedron; Materials science; Mathematics; Engineering; Constitutive equation; Mathematical analysis; Composite material","score_opus":0.017722336461406515,"score_gpt":0.24209458794679217,"score_spread":0.22437225148538564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051204809","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58657444,0.000038900493,0.41308075,0.0000024404912,0.000080693724,0.00009113887,0.000014321775,0.000039086575,0.00007822403],"genre_scores_gemma":[0.9776172,0.0000028300185,0.022301115,0.0000085684305,0.000018252396,0.0000045619613,0.00003468874,0.00001193856,8.384556e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990358,0.000018754696,0.00038904796,0.00015317653,0.00023946699,0.00016380603],"domain_scores_gemma":[0.9994516,0.00007796003,0.000095477655,0.00023851648,0.0000669671,0.000069510534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000071386916,0.00014891851,0.00036776133,0.00040453163,0.000011096142,0.000012264385,0.00024880082,0.000062105755,0.000006240585],"category_scores_gemma":[0.000014913504,0.00014332986,0.0000903179,0.0005801939,0.000039850584,0.00012360136,0.00006255893,0.00011838943,3.5370965e-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":[0.000009181357,4.1211646e-7,0.0022764234,0.000028641432,0.00012492204,8.8333564e-7,0.0005452749,0.9854102,0.0029242593,0.0010773658,0.000013233121,0.0075891647],"study_design_scores_gemma":[0.0002627083,0.000021282092,0.04292692,0.000011534038,0.00014986863,5.2771253e-7,0.000043760683,0.9473141,0.008071143,0.0010644522,0.000013985823,0.000119763805],"about_ca_topic_score_codex":0.00017723204,"about_ca_topic_score_gemma":0.000008656138,"teacher_disagreement_score":0.39104274,"about_ca_system_score_codex":0.00007461647,"about_ca_system_score_gemma":0.000014957481,"threshold_uncertainty_score":0.5844822},"labels":[],"label_agreement":null},{"id":"W2054153712","doi":"10.1016/s0045-7949(00)00115-2","title":"On the selection of p-version shape functions for plate vibration problems","year":2001,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Topology Optimization in Engineering","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":"Eigenvalues and eigenvectors; Vibration; Mathematics; Computation; Set (abstract data type); Shear (geology); Function (biology); Mathematical analysis; Applied mathematics; Algorithm; Computer science; Physics","score_opus":0.00780755011841622,"score_gpt":0.19211539821589843,"score_spread":0.1843078480974822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054153712","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":[0.17281775,0.00002677368,0.8254368,0.000110985806,0.0009398247,0.00023072802,0.000006997599,0.00022242287,0.0002077677],"genre_scores_gemma":[0.99067974,0.000011180542,0.009078027,0.000047653604,0.00009511729,0.000019515875,0.000024032226,0.000019988745,0.000024736984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995881,0.000009327704,0.0001300862,0.00009656071,0.00006401106,0.000111920584],"domain_scores_gemma":[0.9997101,0.00011014001,0.00003035287,0.00009550768,0.00003577032,0.000018167808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000037528614,0.000094909024,0.00008164977,0.00008703684,0.00009635638,0.000015605448,0.00008387163,0.00006115267,0.00009576138],"category_scores_gemma":[0.000013220726,0.000077034914,0.000037640784,0.00015822166,0.000022207578,0.000071918425,0.000009704829,0.00008468977,0.0000025871998],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000867155,0.0000026715666,0.000088291796,0.000018562174,0.000026411737,8.120087e-8,0.00008039371,0.9883959,0.0022257508,0.0031234864,0.0045696828,0.0014600682],"study_design_scores_gemma":[0.00018985286,0.000053135995,0.0028161958,0.000014230677,0.00001011117,0.000007441841,0.0000139139665,0.9917745,0.0018595565,0.0013046946,0.0018760425,0.00008035181],"about_ca_topic_score_codex":0.0000014259159,"about_ca_topic_score_gemma":0.00000201145,"teacher_disagreement_score":0.817862,"about_ca_system_score_codex":0.00003210443,"about_ca_system_score_gemma":0.0000046398236,"threshold_uncertainty_score":0.31413925},"labels":[],"label_agreement":null},{"id":"W2055238998","doi":"10.1016/j.compstruc.2014.03.002","title":"Gradient based optimal seismic retrofitting of 3D irregular buildings using multiple tuned mass dampers","year":2014,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Vibration Control and Rheological Fluids","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 Toronto","funders":"","keywords":"Retrofitting; Tuned mass damper; Modal; Constraint (computer-aided design); Structural engineering; Seismic hazard; Damper; Optimal design; Computer science; Seismic analysis; Seismic loading; Mathematical optimization; Engineering; Mathematics; Civil engineering; Geometry","score_opus":0.008071924973020943,"score_gpt":0.19488107753245115,"score_spread":0.1868091525594302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055238998","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":[0.47300264,0.000078408266,0.52617276,0.00002188871,0.0004905248,0.000072882845,0.0000036019842,0.00012599838,0.000031287593],"genre_scores_gemma":[0.8133478,0.000002121647,0.18628962,0.00014381419,0.00018025801,0.0000016221379,0.000009969883,0.000021601538,0.000003204673],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988421,0.00007507374,0.00037500204,0.00025141417,0.00016973719,0.0002866448],"domain_scores_gemma":[0.9993875,0.00015508934,0.000071076596,0.00023661705,0.000049607,0.000100090794],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001813852,0.0002127468,0.00034529786,0.000106652944,0.00009467882,0.000038385733,0.00023384466,0.0001199191,0.000022286005],"category_scores_gemma":[0.00006435955,0.00018106998,0.00012894772,0.00013810345,0.00009397825,0.00008355229,0.00004037864,0.00016294996,0.0000010558624],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014486719,0.0000043038567,0.0025059315,0.00005021076,0.00004592105,0.000001940928,0.000063153944,0.9100232,0.07871817,0.00047915836,0.00020166232,0.00789183],"study_design_scores_gemma":[0.00081244146,0.000060600094,0.005691501,0.000034910645,0.000023318174,0.0000036183508,0.000012435278,0.98128164,0.011056255,0.00021104449,0.000608098,0.00020411158],"about_ca_topic_score_codex":0.000014240565,"about_ca_topic_score_gemma":4.7186305e-7,"teacher_disagreement_score":0.34034514,"about_ca_system_score_codex":0.00003969866,"about_ca_system_score_gemma":0.00001157441,"threshold_uncertainty_score":0.738382},"labels":[],"label_agreement":null},{"id":"W2055475283","doi":"10.1016/j.compstruc.2007.02.007","title":"Design and testing of a biomimetic tuna using shape memory alloy induced propulsion","year":2007,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Biomimetic flight and propulsion mechanisms","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 Victoria","funders":"","keywords":"Propulsion; Propeller; Tuna; Underwater; Marine engineering; Engineering; Biomimetics; Fish <Actinopterygii>; Mechanism (biology); Automotive engineering; Computer science; Aerospace engineering; Artificial intelligence; Fishery","score_opus":0.04137221738918206,"score_gpt":0.24408574318648446,"score_spread":0.2027135257973024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055475283","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8625947,0.00033733514,0.13598834,0.000008090946,0.00063411694,0.00025494143,9.35498e-7,0.00013908371,0.000042404597],"genre_scores_gemma":[0.686081,0.0000028166721,0.31380516,0.000022140857,0.00006171324,7.6253696e-7,0.0000011868341,0.00002384662,0.0000013987066],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989807,0.000038134003,0.0003181933,0.00021560324,0.00017012341,0.00027723127],"domain_scores_gemma":[0.9994418,0.00015662535,0.00007191254,0.00017747223,0.000048789454,0.00010336926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002894607,0.0002105145,0.00024949358,0.00021359335,0.00007917877,0.000031863092,0.00016131242,0.000139301,0.000018132016],"category_scores_gemma":[0.000024585634,0.00018026467,0.000034679804,0.00028191088,0.0000500889,0.0000660491,0.000077710974,0.0001427517,0.000001020693],"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":[0.000018143022,0.0000046181062,0.000047620983,0.00010025523,0.000023262613,0.000010611049,0.0002612746,0.0028685455,0.8323491,0.00005449868,0.0000361966,0.16422583],"study_design_scores_gemma":[0.00035422196,0.000109546105,0.0018778684,0.00008723397,0.000028530647,0.00005403358,0.000030194238,0.41557693,0.5800999,0.0015413887,0.000015441703,0.00022472019],"about_ca_topic_score_codex":0.00001986231,"about_ca_topic_score_gemma":5.358073e-7,"teacher_disagreement_score":0.4127084,"about_ca_system_score_codex":0.000027286109,"about_ca_system_score_gemma":0.000015057492,"threshold_uncertainty_score":0.735098},"labels":[],"label_agreement":null},{"id":"W2057092428","doi":"10.1016/j.compstruc.2011.08.020","title":"On the application of bees algorithm to the problem of crack detection of beam-type structures","year":2011,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":83,"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":"Cantilever; Structural engineering; Beam (structure); Stiffness; Enhanced Data Rates for GSM Evolution; Algorithm; Spring (device); Function (biology); Mathematics; Computer science; Engineering; Artificial intelligence","score_opus":0.01776234045508405,"score_gpt":0.25300686700676805,"score_spread":0.235244526551684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057092428","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.921677,0.000202505,0.07633732,0.000033882625,0.00065428845,0.00079902646,0.000024773957,0.0001821441,0.00008903503],"genre_scores_gemma":[0.9440146,0.000012592497,0.05577901,0.000030316138,0.0001163982,0.000020048872,0.000002728833,0.00002333255,9.814177e-7],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990251,0.00003986434,0.00037288386,0.00016181913,0.00023022383,0.00017007907],"domain_scores_gemma":[0.99904007,0.00014495381,0.00016885882,0.0004695635,0.00013666096,0.000039892013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011509278,0.00017404575,0.00022901443,0.000110074885,0.00006413274,0.000006914781,0.00051224214,0.00009054381,0.0000076015663],"category_scores_gemma":[0.00001568549,0.00010543316,0.000059959875,0.00030461518,0.00009564041,0.000039149636,0.00007049551,0.0001848902,6.556388e-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":[0.00007411562,0.000010073764,0.0002947407,0.00031528686,0.000096649645,3.044731e-7,0.0030650583,0.013027454,0.038636733,0.008859943,0.0007730111,0.93484664],"study_design_scores_gemma":[0.00009691458,0.0003212943,0.14396212,0.000060762595,0.000023815845,0.0000060229154,0.000059293503,0.0050248574,0.78793645,0.06196702,0.00038815357,0.00015328235],"about_ca_topic_score_codex":0.00017927546,"about_ca_topic_score_gemma":0.000011646367,"teacher_disagreement_score":0.93469334,"about_ca_system_score_codex":0.000038488775,"about_ca_system_score_gemma":0.000012607314,"threshold_uncertainty_score":0.42994395},"labels":[],"label_agreement":null},{"id":"W2057686223","doi":"10.1016/j.compstruc.2009.05.010","title":"Numerical simulation of structure response outfitted with a tuned liquid damper","year":2009,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Fluid Dynamics and Vibration Analysis","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":"McMaster University","funders":"","keywords":"Damper; Computer simulation; Computer science; Structural engineering; Control theory (sociology); Simulation; Engineering; Artificial intelligence; Control (management)","score_opus":0.004115031097163532,"score_gpt":0.21399475875011453,"score_spread":0.209879727652951,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057686223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69317764,0.00004949346,0.30636302,0.00009128926,0.000088945955,0.00007088861,0.000009986345,0.0001187773,0.000029946465],"genre_scores_gemma":[0.9924932,0.0000022289653,0.007219675,0.00017833746,0.00004985807,5.1001194e-7,0.000033128406,0.00001677542,0.000006279231],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992444,0.000042480577,0.00021991489,0.00016415081,0.00018167112,0.00014737342],"domain_scores_gemma":[0.99951094,0.00006850282,0.00004713078,0.00024219835,0.000065856395,0.00006534168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000038311635,0.00016838755,0.00023381333,0.00015174235,0.000040574352,0.000035132318,0.00013682719,0.000076912766,0.000050531406],"category_scores_gemma":[0.000015392234,0.00013493972,0.00006292385,0.00031510906,0.000027382694,0.00008647346,0.000009481002,0.00011184655,8.5206483e-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":[0.00054235355,0.000005128659,0.000060680566,0.000009046975,0.00005649828,0.0000032703015,0.0002979624,0.9773595,0.019296685,0.00029616329,0.00015582699,0.0019169028],"study_design_scores_gemma":[0.0003513605,0.00019337551,0.019628352,0.000012194033,0.000025621028,0.0000041219914,0.0000117713535,0.9754915,0.0036426813,0.00030010263,0.00017109612,0.00016781912],"about_ca_topic_score_codex":0.0000035063833,"about_ca_topic_score_gemma":0.0000024614221,"teacher_disagreement_score":0.29931554,"about_ca_system_score_codex":0.000030611704,"about_ca_system_score_gemma":0.000016031141,"threshold_uncertainty_score":0.55026823},"labels":[],"label_agreement":null},{"id":"W2059375701","doi":"10.1016/j.compstruc.2004.08.006","title":"Impact dynamics of flexible-joint robots","year":2004,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Dynamics and Control of Mechanical Systems","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":"McGill University","funders":"China Scholarship Council","keywords":"Revolute joint; Impulse (physics); Control theory (sociology); Robot; Coefficient of restitution; Classification of discontinuities; Joint (building); Computer science; Kinematics; Generalized coordinates; Jump; Mechanical system; Control engineering; Engineering; Mathematics; Structural engineering; Mathematical analysis; Classical mechanics; Physics; Artificial intelligence; Control (management)","score_opus":0.006917269628360378,"score_gpt":0.21336217986586564,"score_spread":0.20644491023750527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059375701","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":[0.4688216,0.0003502905,0.52844524,0.000049051607,0.0013971787,0.00013370825,0.000022025666,0.00020703851,0.00057390943],"genre_scores_gemma":[0.9962244,0.000006535401,0.0035965738,0.00001975717,0.00010472418,0.0000024070212,0.00001286115,0.00002469429,0.000008043953],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923444,0.000008492407,0.00025396098,0.0001308624,0.00014932283,0.00022289777],"domain_scores_gemma":[0.9995802,0.000015276706,0.000047590034,0.0002348395,0.000028950104,0.00009313427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000045165598,0.00016403338,0.00028114425,0.000067751396,0.000023007597,0.000030864147,0.00020541222,0.00007993174,0.000016629776],"category_scores_gemma":[0.0000035921378,0.00013615981,0.00015205242,0.000104399296,0.00002050766,0.000047403057,0.00003775556,0.0001164266,0.0000041299895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006516771,0.000008474754,0.00006406754,0.000035275,0.00011496144,0.0000066185303,0.00008393462,0.92745364,0.0012183434,0.051680014,0.0001006399,0.019227508],"study_design_scores_gemma":[0.0014886989,0.00021998657,0.03511056,0.00010677777,0.000034925197,0.000049899703,0.00003767827,0.9025688,0.0006556667,0.059227314,0.00006531141,0.00043435453],"about_ca_topic_score_codex":0.00009595716,"about_ca_topic_score_gemma":0.000019950483,"teacher_disagreement_score":0.5274028,"about_ca_system_score_codex":0.00018646948,"about_ca_system_score_gemma":0.000018820781,"threshold_uncertainty_score":0.55524355},"labels":[],"label_agreement":null},{"id":"W2061450341","doi":"10.1016/j.compstruc.2011.10.004","title":"An isoparametric approach to level set topology optimization using a body-fitted finite-element mesh","year":2011,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":32,"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":"Topology optimization; Finite element method; Topology (electrical circuits); Mathematics; Set (abstract data type); Level set method; Level set (data structures); Mathematical optimization; Mixed finite element method; Applied mathematics; Computer science; Structural engineering; Engineering; Combinatorics; Artificial intelligence","score_opus":0.045214710126041446,"score_gpt":0.2535312470605643,"score_spread":0.20831653693452284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061450341","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":[0.034267385,0.00007071398,0.9631303,0.00000815949,0.0012102255,0.00028814375,0.000023678613,0.00049119064,0.00051018776],"genre_scores_gemma":[0.5301322,0.0000044514304,0.46958253,0.000090607304,0.000086050924,0.000010739223,0.000049454604,0.000040581755,0.0000033763497],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99871445,0.000051923846,0.0003323994,0.00035898044,0.00013808865,0.0004041352],"domain_scores_gemma":[0.99926215,0.00003901719,0.00004972991,0.0004167732,0.00006305872,0.00016925792],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008303042,0.0002907533,0.00027884415,0.00057626626,0.00009742416,0.000045416877,0.00039552845,0.00017127594,0.000086531625],"category_scores_gemma":[0.000030361216,0.00032140818,0.00004777986,0.00062806014,0.000058491652,0.00014126857,0.000081300146,0.00018098329,0.0000032880166],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008373714,0.000017185039,0.0003363067,0.000024277038,0.0000648262,0.0000026819725,0.0011528227,0.99563813,0.0001313009,0.001695433,0.0003910664,0.0005375879],"study_design_scores_gemma":[0.00028608326,0.000067271896,0.0029011113,0.000006479258,0.00002677582,0.000030755153,0.00008959149,0.99519646,0.0007766146,0.00020286928,0.00007884447,0.0003371341],"about_ca_topic_score_codex":0.000029427798,"about_ca_topic_score_gemma":0.0000013849975,"teacher_disagreement_score":0.4958648,"about_ca_system_score_codex":0.00010337606,"about_ca_system_score_gemma":0.000017895725,"threshold_uncertainty_score":0.9999238},"labels":[],"label_agreement":null},{"id":"W2065326851","doi":"10.1016/j.compstruc.2006.02.014","title":"Shape sensitivities in the reliability analysis of nonlinear frame structures","year":2006,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":51,"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":"Nonlinear system; Reliability (semiconductor); Structural engineering; Frame (networking); Frame analysis; Computer science; Mathematics; Reliability engineering; Engineering; Physics; Psychology; Social psychology; Telecommunications","score_opus":0.03239936015393084,"score_gpt":0.2981321854297049,"score_spread":0.265732825275774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065326851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8812231,0.00017460887,0.117427185,0.00024689652,0.00038582645,0.00016984381,0.000056856537,0.000039389757,0.00027633316],"genre_scores_gemma":[0.97118515,0.0000017701957,0.028462589,0.00016628926,0.0001375664,0.0000021998912,0.00001748151,0.0000074498894,0.000019534129],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.997202,0.00033874414,0.00074105465,0.00047570912,0.0009771923,0.000265326],"domain_scores_gemma":[0.9959009,0.002804184,0.00021002711,0.0008662942,0.00018099153,0.00003758873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013752851,0.00021079714,0.0005752659,0.0005600329,0.00009133106,0.0001526174,0.0009472396,0.000115724775,0.00008248067],"category_scores_gemma":[0.0007253484,0.00011926452,0.00026523374,0.0019546263,0.00032321733,0.000105082014,0.00011632248,0.00023664418,0.0000020013217],"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":[0.000021796328,0.00002761124,0.009109811,0.000010791625,0.00007707991,0.000013896894,0.0009007449,0.9667684,0.0001374894,0.015938194,0.0023795012,0.00461467],"study_design_scores_gemma":[0.00013133384,0.000025951278,0.5247139,0.000005413949,0.0000947639,0.00000583061,0.00024547224,0.35640553,0.00011609062,0.117585875,0.0005272308,0.0001425988],"about_ca_topic_score_codex":0.00028161216,"about_ca_topic_score_gemma":0.00006721867,"teacher_disagreement_score":0.6103629,"about_ca_system_score_codex":0.000031093557,"about_ca_system_score_gemma":0.000044965233,"threshold_uncertainty_score":0.4863466},"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":"W2075823978","doi":"10.1016/j.compstruc.2007.01.046","title":"Coupled effects in quantum dot nanostructures with nonlinear strain and bridging modelling scales","year":2007,"lang":"en","type":"article","venue":"Computers & Structures","topic":"GaN-based semiconductor devices and materials","field":"Physics and Astronomy","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":"Wilfrid Laurier University","funders":"","keywords":"Bridging (networking); Nonlinear system; Piezoelectricity; Statistical physics; Context (archaeology); Computer science; Applied mathematics; Mathematics; Physics; Quantum mechanics","score_opus":0.008240151368676537,"score_gpt":0.2307211381765139,"score_spread":0.22248098680783737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075823978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95172614,0.0001713972,0.0473278,0.000024773266,0.00038262998,0.00026519818,0.000033612614,0.00004089899,0.000027546273],"genre_scores_gemma":[0.98623914,0.0000020005157,0.01315422,0.00010437111,0.0004054163,0.0000030320632,0.00005862191,0.000030035497,0.00000314118],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99872816,0.000036378286,0.00028020973,0.00037952702,0.00015721506,0.00041853523],"domain_scores_gemma":[0.9993982,0.00013676322,0.0001245216,0.00018853818,0.000034568053,0.000117418036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015210907,0.00028784442,0.00035708156,0.00012688879,0.00011183233,0.00013786354,0.0001628323,0.00005851918,0.000017819993],"category_scores_gemma":[0.0000019648355,0.00022679952,0.000045399003,0.00011672588,0.00009709842,0.00011574341,0.00005461502,0.0001756524,6.8071364e-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":[0.00052594335,0.00013162878,0.12394135,0.0008468698,0.0004448949,0.00021047448,0.0038975296,0.18995343,0.54639024,0.05042275,0.00019723595,0.08303764],"study_design_scores_gemma":[0.008096783,0.000454124,0.27139798,0.00091853115,0.00016616398,0.000069393885,0.0013817421,0.53339744,0.12882258,0.052325193,0.0004986035,0.0024714598],"about_ca_topic_score_codex":0.00051291636,"about_ca_topic_score_gemma":0.000055779772,"teacher_disagreement_score":0.41756767,"about_ca_system_score_codex":0.000016827958,"about_ca_system_score_gemma":0.000027624532,"threshold_uncertainty_score":0.9248616},"labels":[],"label_agreement":null},{"id":"W2086697515","doi":"10.1016/j.compstruc.2011.01.015","title":"Behaviour of guyed transmission line structures under tornado wind loading","year":2011,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":55,"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; Centre for Energy Advancement through Technological Innovation; Manitoba Hydro","keywords":"Tornado; Parametric statistics; Structural engineering; Wind speed; Engineering; Wind engineering; Geology; Meteorology; Physics; Mathematics","score_opus":0.01448252153570116,"score_gpt":0.21702652009542883,"score_spread":0.20254399855972768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086697515","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":[0.429448,0.0002579223,0.56905514,0.000014234062,0.00040911837,0.000074636584,0.000009165377,0.000158978,0.00057280227],"genre_scores_gemma":[0.97535175,0.0000176394,0.024418686,0.00006099913,0.00007614764,6.0569835e-7,0.000023187587,0.000026254815,0.000024748928],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999162,0.00002191747,0.00029436717,0.00017695365,0.00016277168,0.00018196888],"domain_scores_gemma":[0.99957365,0.000017126924,0.000057198624,0.00021816704,0.000032912445,0.00010095654],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000035446246,0.00019209839,0.00025299707,0.00015320316,0.00005643268,0.000022163158,0.00021731913,0.00010934796,0.0004357738],"category_scores_gemma":[0.0000022792867,0.00016632273,0.00012329404,0.00016264452,0.000049373517,0.0001011328,0.000024209565,0.00013940837,0.0000016509832],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006619645,0.00003975123,0.0050175483,0.00019346556,0.0005307248,0.00002327823,0.0056859087,0.88379604,0.027075082,0.009528572,0.002240499,0.06580293],"study_design_scores_gemma":[0.0014008358,0.00015025122,0.2362572,0.000092373884,0.00032818,0.000038734655,0.0004626698,0.65801656,0.07737523,0.024516726,0.00043680388,0.0009244624],"about_ca_topic_score_codex":0.00004457574,"about_ca_topic_score_gemma":0.000009918774,"teacher_disagreement_score":0.54590374,"about_ca_system_score_codex":0.000028311466,"about_ca_system_score_gemma":0.000013364621,"threshold_uncertainty_score":0.6782444},"labels":[],"label_agreement":null},{"id":"W2105610611","doi":"10.1016/j.compstruc.2005.09.013","title":"A general three-dimensional L-section beam finite element for elastoplastic large deformation analysis","year":2005,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Load-Bearing Analysis","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":"McGill University","funders":"","keywords":"Finite element method; Beam (structure); Deformation (meteorology); Cantilever; Structural engineering; Shell (structure); Section (typography); Cross section (physics); Extended finite element method; Numerical analysis; Finite element limit analysis; Mixed finite element method; Geometry; Materials science; Mathematics; Mathematical analysis; Physics; Engineering; Computer science; Composite material","score_opus":0.006312009555259567,"score_gpt":0.21159202777338307,"score_spread":0.2052800182181235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2105610611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60295135,0.00010637068,0.39588362,0.00002884751,0.00060358195,0.00013613144,0.000044006345,0.00022709908,0.000018970213],"genre_scores_gemma":[0.96412474,0.0000026829591,0.034639955,0.000101499,0.0007475865,0.000021578111,0.00031444797,0.000026069329,0.000021464353],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869674,0.000014951095,0.00037089453,0.00027257527,0.0002619509,0.00038290428],"domain_scores_gemma":[0.9994012,0.00010455711,0.000080077625,0.00024460477,0.000077199475,0.00009236451],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009202494,0.00025621857,0.0003140759,0.00044567016,0.0001910805,0.00008610199,0.00016966634,0.0000991413,0.00010769215],"category_scores_gemma":[0.00001837474,0.00023514053,0.00029957696,0.0005136309,0.000019062913,0.00018705556,0.00004928621,0.00015280208,0.000008938624],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015007096,0.0000050017175,0.0012692815,0.000023779208,0.00081588945,5.277247e-7,0.00009729496,0.98915094,0.0023644492,0.00021793378,0.0010785634,0.0049613114],"study_design_scores_gemma":[0.0004793278,0.00003230928,0.042941917,0.0000065361423,0.00050346745,0.00000607536,0.0000058661994,0.94831675,0.0051098797,0.0004196323,0.0019214865,0.00025675006],"about_ca_topic_score_codex":0.000027335029,"about_ca_topic_score_gemma":0.00032209998,"teacher_disagreement_score":0.36124367,"about_ca_system_score_codex":0.0001963863,"about_ca_system_score_gemma":0.000011423423,"threshold_uncertainty_score":0.95887524},"labels":[],"label_agreement":null},{"id":"W2106729617","doi":"10.1016/j.compstruc.2011.08.017","title":"Practical dynamic analysis of structures laterally vibrating in contact with water","year":2011,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Geotechnical Engineering and Underground Structures","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":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flexibility (engineering); Finite element method; Vibration; Structural engineering; Boundary value problem; Soil structure interaction; Fluid–structure interaction; Boundary (topology); Mode (computer interface); Normal mode; Computer science; Engineering; Mathematics; Acoustics; Mathematical analysis; Physics","score_opus":0.009649121513786038,"score_gpt":0.2157212785490794,"score_spread":0.20607215703529336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106729617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86799616,0.000054292424,0.1310276,0.000018912604,0.00022518032,0.00011522346,0.000008704963,0.00023756907,0.0003163742],"genre_scores_gemma":[0.951689,0.000005699141,0.0481868,0.000030323037,0.000019069517,0.000004220815,0.00002805714,0.000033710967,0.0000030942144],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9986935,0.000032972493,0.00039542982,0.00027711724,0.00020699138,0.00039398574],"domain_scores_gemma":[0.99942327,0.00007171963,0.00004933146,0.00033048552,0.000035770772,0.00008940404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000068033914,0.00030116865,0.000528283,0.00046224258,0.000035385987,0.000041353363,0.0002390867,0.00015392482,0.00009747601],"category_scores_gemma":[0.000011161287,0.0002025254,0.00011969974,0.00042574122,0.00006236329,0.00015072581,0.000051833613,0.00036266015,6.3766674e-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":[0.000101598365,0.000016815406,0.0028583084,0.0001512236,0.0015970988,0.000103914186,0.002461056,0.96303385,0.020956935,0.0064752717,0.000041635154,0.0022023136],"study_design_scores_gemma":[0.0007680453,0.00020070549,0.6119105,0.00005104238,0.00045451696,0.00006491966,0.00009939282,0.36469615,0.013691302,0.0073342468,0.00006513856,0.00066405954],"about_ca_topic_score_codex":0.00010584128,"about_ca_topic_score_gemma":0.00014570865,"teacher_disagreement_score":0.6090522,"about_ca_system_score_codex":0.000047209047,"about_ca_system_score_gemma":0.000013565036,"threshold_uncertainty_score":0.8258747},"labels":[],"label_agreement":null},{"id":"W2107234112","doi":"10.1016/s0045-7949(99)00098-x","title":"Dynamic modeling of spatial manipulators with flexible links and joints","year":2000,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Dynamics and Control of Mechanical Systems","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":"University of Calgary","funders":"","keywords":"Lagrange multiplier; Nonlinear system; Equations of motion; Torsion (gastropod); Finite element method; Mathematics; Coupling (piping); Kinematics; Constraint (computer-aided design); Constraint algorithm; Mathematical analysis; Classical mechanics; Structural engineering; Geometry; Mathematical optimization; Engineering; Physics","score_opus":0.004876095079887221,"score_gpt":0.18208510118642757,"score_spread":0.17720900610654033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2107234112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7950019,0.00024393784,0.20406148,0.000012651663,0.0001864076,0.00009031989,0.000004051376,0.000095711075,0.00030355298],"genre_scores_gemma":[0.99692345,0.000021643064,0.0029496013,0.00002216272,0.00004085832,0.0000017392465,0.0000040857676,0.000022133292,0.000014304719],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993983,0.000008659937,0.0001827602,0.00014048482,0.00011796249,0.0001518193],"domain_scores_gemma":[0.99975026,0.00001121963,0.000020867012,0.00014091279,0.000014766697,0.00006196575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000031978652,0.00013300289,0.0002178745,0.000040130966,0.000028516757,0.000029216912,0.000107518135,0.00009175484,0.000021893382],"category_scores_gemma":[7.542789e-7,0.00010763453,0.000032829077,0.00004382377,0.000016797918,0.000041525378,0.00001598977,0.00014055018,0.0000012447057],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021110469,0.0000028891668,0.00010137505,0.000053180516,0.000054901124,0.0000032958526,0.00006642186,0.94222665,0.00056933996,0.0007365092,0.000007053084,0.05615729],"study_design_scores_gemma":[0.00038963347,0.000049196053,0.0015848643,0.000048493435,0.000014064452,0.000014455358,0.000006543986,0.9956711,0.00005324307,0.001995549,0.000044691053,0.00012818871],"about_ca_topic_score_codex":0.000083442355,"about_ca_topic_score_gemma":0.000030266445,"teacher_disagreement_score":0.20192158,"about_ca_system_score_codex":0.000020460808,"about_ca_system_score_gemma":0.0000057279467,"threshold_uncertainty_score":0.4389209},"labels":[],"label_agreement":null},{"id":"W2113968847","doi":"10.1016/j.compstruc.2007.04.008","title":"Modeling the transport of ions in unsaturated cement-based materials","year":2007,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":286,"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 Laval","funders":"","keywords":"Cement; Diffusion; Sulfate; Advection; Ion; Capillary action; Materials science; Coupling (piping); Porous medium; Ionic bonding; Flow (mathematics); Suction; Electrolyte; Porosity; Mechanics; Chemistry; Composite material; Thermodynamics; Metallurgy; Physical chemistry; Physics","score_opus":0.016548780356273562,"score_gpt":0.24812773142723565,"score_spread":0.2315789510709621,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113968847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95634747,0.00009280092,0.04277135,0.000028926037,0.0004243599,0.00017710123,0.000016396347,0.000056981276,0.00008459912],"genre_scores_gemma":[0.99908394,0.000013137517,0.00074609375,0.00003758313,0.00006058731,0.0000038429203,0.000037607,0.0000151127315,0.0000020841126],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991318,0.000024888759,0.00031461925,0.00010710518,0.00016747628,0.00025410845],"domain_scores_gemma":[0.999702,0.00003943578,0.00001836087,0.00017943577,0.000027644082,0.0000331247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025911574,0.00011563922,0.0001665342,0.0001155882,0.000033616692,0.000022645594,0.00021656803,0.000049818384,0.00012355075],"category_scores_gemma":[0.0000031225488,0.00008510842,0.000032576198,0.00016427635,0.000031482192,0.000037632974,0.000016757924,0.000082904946,0.0000011760316],"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":[0.00005704617,0.0000040443824,0.00015533685,0.00009163583,0.000027605804,0.0000095594505,0.0002910566,0.42861325,0.5683531,0.00032710997,0.000061166924,0.002009075],"study_design_scores_gemma":[0.0009483366,0.000043690867,0.010885474,0.000083859035,0.000017497696,0.000003020305,0.00014345077,0.2883879,0.6986425,0.000367356,0.00022334587,0.00025356797],"about_ca_topic_score_codex":0.00012617128,"about_ca_topic_score_gemma":0.00005987733,"teacher_disagreement_score":0.14022535,"about_ca_system_score_codex":0.000027927066,"about_ca_system_score_gemma":0.000017470558,"threshold_uncertainty_score":0.34706205},"labels":[],"label_agreement":null},{"id":"W2114744312","doi":"10.1016/j.compstruc.2006.08.006","title":"The nonlinear behaviour of a slender flexible cylinder pinned or clamped at both ends and subjected to axial flow","year":2007,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Vibration and Dynamic Analysis","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":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bifurcation; Cylinder; Hopf bifurcation; Quasiperiodic function; Mechanics; Flow (mathematics); Period-doubling bifurcation; Mathematics; Oscillation (cell signaling); Nonlinear system; Classical mechanics; Physics; Geometry; Mathematical analysis","score_opus":0.008601150575819836,"score_gpt":0.23658765664397743,"score_spread":0.2279865060681576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114744312","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59082276,0.0000980113,0.40817142,0.00007136059,0.00039624496,0.00012250601,0.00001649639,0.00014470633,0.00015648718],"genre_scores_gemma":[0.97132266,0.000014958195,0.028154407,0.00014476232,0.00013679628,0.0000019746785,0.000027616334,0.000022771115,0.00017406294],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991479,0.000018202665,0.0002639381,0.00016794325,0.00016942194,0.00023257418],"domain_scores_gemma":[0.999509,0.00008986612,0.00003856294,0.00021462631,0.00004212148,0.00010583954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009891629,0.00015632618,0.00019228515,0.00011895968,0.00013056,0.000044212065,0.00015120153,0.00008242488,0.000056778197],"category_scores_gemma":[0.00001380043,0.00010695261,0.00006306988,0.0002583707,0.00005125138,0.000043590113,0.00007090771,0.0001041146,0.000001868597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015227123,0.00007655925,0.015755177,0.00018900054,0.0012702806,0.000075198266,0.008961308,0.73303765,0.029178783,0.0018708911,0.014455903,0.19360654],"study_design_scores_gemma":[0.0011824109,0.00011868676,0.14181507,0.000017372333,0.00009546992,0.00003354609,0.0002659579,0.84287703,0.01088929,0.00022714616,0.0020797523,0.00039823964],"about_ca_topic_score_codex":0.00001960472,"about_ca_topic_score_gemma":0.00032443766,"teacher_disagreement_score":0.38049987,"about_ca_system_score_codex":0.0000433445,"about_ca_system_score_gemma":0.000017731316,"threshold_uncertainty_score":0.4361401},"labels":[],"label_agreement":null},{"id":"W2115265727","doi":"10.1016/j.compstruc.2012.12.007","title":"Two-dimensional simulation of the fluttering instability using a pseudospectral method with volume penalization","year":2013,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Lattice Boltzmann Simulation Studies","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":"Inviscid flow; Reynolds number; Immersed boundary method; Vortex; Instability; Discretization; Mechanics; Compressibility; Physics; Classical mechanics; Volume of fluid method; Boundary value problem; Mathematical analysis; Mathematics; Boundary (topology); Turbulence","score_opus":0.0151109052735845,"score_gpt":0.26274933653165916,"score_spread":0.24763843125807466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115265727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74004745,0.000035500005,0.2593278,0.000020184649,0.00021942287,0.00022190806,0.000002434344,0.000082342114,0.000042971285],"genre_scores_gemma":[0.9338367,1.5818841e-7,0.066025354,0.000041651972,0.000066333305,0.0000030253507,0.0000026647317,0.000020578656,0.0000035308972],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991362,0.00005774848,0.00024879875,0.00016493058,0.00023280334,0.00015953602],"domain_scores_gemma":[0.9994037,0.000112604095,0.00008068839,0.00023791543,0.00013382456,0.00003127329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000069428635,0.00015747057,0.00018916755,0.000053066484,0.00011105457,0.000040586598,0.0001280637,0.000036250618,0.000048322778],"category_scores_gemma":[0.000015940377,0.000107568034,0.000052330673,0.00020935567,0.0000669977,0.00022957924,0.00007908365,0.00009655808,0.0000014398692],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005239959,0.000003244092,0.009366053,0.00003739838,0.00004959433,2.0074113e-7,0.0004962379,0.98446244,0.0046290606,0.00009812958,0.000023005954,0.00082939235],"study_design_scores_gemma":[0.00024635572,0.000007970048,0.19452985,0.00002222883,0.000022014556,0.0000044442913,0.000020952131,0.80285734,0.0012605584,0.00091241044,0.000012011197,0.000103867314],"about_ca_topic_score_codex":0.000076057746,"about_ca_topic_score_gemma":0.000008994127,"teacher_disagreement_score":0.19378927,"about_ca_system_score_codex":0.000075469936,"about_ca_system_score_gemma":0.000013812044,"threshold_uncertainty_score":0.4386497},"labels":[],"label_agreement":null},{"id":"W2121791764","doi":"10.1016/j.compstruc.2004.08.019","title":"Simulating the dynamics of fluid–ellipsoid interactions","year":2004,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Lattice Boltzmann Simulation Studies","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":"Toronto Metropolitan University","funders":"","keywords":"Ellipsoid; Perpendicular; Newtonian fluid; Physics; Mechanics; Domain (mathematical analysis); Dynamics (music); Settling; Classical mechanics; Geometry; Mathematics; Mathematical analysis; Acoustics","score_opus":0.012283546549844416,"score_gpt":0.25022178927270056,"score_spread":0.23793824272285613,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121791764","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7280055,0.0002986817,0.26824254,0.00027372083,0.0014086812,0.00016311093,0.000011979947,0.0002929738,0.0013028149],"genre_scores_gemma":[0.9942853,0.0000072693115,0.0054813856,0.00005946906,0.00012416812,0.000001913767,0.0000068517547,0.00001978243,0.000013847059],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99938756,0.000012296127,0.00023013653,0.00010275765,0.00012724403,0.00014002746],"domain_scores_gemma":[0.9994511,0.0001976049,0.00004638615,0.00022462686,0.000054923537,0.00002532806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000037509544,0.00012842272,0.00014785524,0.000056347202,0.00011627201,0.000029371677,0.00017555585,0.000029435389,0.000011328925],"category_scores_gemma":[0.000019240108,0.00009501583,0.000066792345,0.00014565814,0.00006936609,0.00009490733,0.0000666133,0.00013728955,0.0000046745686],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001933396,0.0000028954485,0.0002588038,0.00002185139,0.000068953486,8.6089085e-7,0.0010040329,0.98515946,0.00025127755,0.008317459,0.00016591782,0.0047465498],"study_design_scores_gemma":[0.0003712702,0.000014490381,0.01407882,0.000038003323,0.000031188312,0.000009190932,0.00037133726,0.97132504,0.0009676491,0.011835732,0.00078495994,0.00017231937],"about_ca_topic_score_codex":0.00001660917,"about_ca_topic_score_gemma":0.000041619875,"teacher_disagreement_score":0.26627982,"about_ca_system_score_codex":0.000085576154,"about_ca_system_score_gemma":0.000008804254,"threshold_uncertainty_score":0.3874633},"labels":[],"label_agreement":null},{"id":"W2129828049","doi":"10.1016/j.compstruc.2010.02.007","title":"Comparison of the performance of some finite element discretizations for large deformation elasticity problems","year":2010,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":47,"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","keywords":"Finite element method; Hyperelastic material; Applied mathematics; Mixed finite element method; Elasticity (physics); Benchmark (surveying); Discretization; Extended finite element method; Computer science; Mathematics; Mathematical optimization; Structural engineering; Mathematical analysis; Materials science; Engineering","score_opus":0.018558773791879753,"score_gpt":0.30596022264126593,"score_spread":0.2874014488493862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129828049","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":[0.3150383,0.000017951634,0.6840772,0.000013710627,0.0005423794,0.00023522195,0.00003182609,0.000031031792,0.000012398539],"genre_scores_gemma":[0.69605684,0.0000016445792,0.3038596,0.000010014744,0.000039865172,0.000011586203,0.000009948916,0.000009698803,8.31972e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992409,0.000015825059,0.0003827867,0.00007476808,0.00015840231,0.00012735443],"domain_scores_gemma":[0.9991029,0.00044441226,0.00016844925,0.00017208506,0.00008851871,0.000023659579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008926244,0.00010247669,0.00019184036,0.000041829764,0.00007628458,0.000008113132,0.00022232377,0.000040695893,0.000005106893],"category_scores_gemma":[0.00010620003,0.000074065545,0.000057220182,0.00013060065,0.000051992167,0.0000997359,0.00005715539,0.00013903144,2.5170604e-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":[0.000003132185,0.000018818937,0.0019312269,0.0004225941,0.000019083394,4.8598094e-9,0.0004750982,0.9623706,0.0028011617,0.028875845,0.000047151854,0.003035325],"study_design_scores_gemma":[0.0001692817,0.000037937036,0.00957812,0.00003991489,0.000014515531,5.5691714e-7,0.00001784512,0.93737066,0.021004569,0.03147684,0.00021203372,0.000077742174],"about_ca_topic_score_codex":2.607292e-7,"about_ca_topic_score_gemma":0.0000011551219,"teacher_disagreement_score":0.38101855,"about_ca_system_score_codex":0.000014585603,"about_ca_system_score_gemma":0.000010187689,"threshold_uncertainty_score":0.30203053},"labels":[],"label_agreement":null},{"id":"W2157794741","doi":"10.1016/j.compstruc.2012.04.006","title":"Some manufactured solutions for verification of fluid-structure interaction codes","year":2012,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Computational Fluid Dynamics and Aerodynamics","field":"Engineering","cited_by":24,"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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fluid–structure interaction; Computer science; Mathematics; Mechanical engineering; Structural engineering; Engineering; Finite element method","score_opus":0.012654513461924307,"score_gpt":0.2366234887107425,"score_spread":0.2239689752488182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2157794741","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6650529,0.000720509,0.3303827,0.00004741515,0.003152707,0.00023810595,0.00023685611,0.00014397202,0.000024849342],"genre_scores_gemma":[0.98236346,0.00002635466,0.016643299,0.000038919352,0.00049747335,0.00000806917,0.0003909957,0.000026560161,0.000004868904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992172,0.000014079125,0.0002464517,0.00012805559,0.00011711732,0.00027708514],"domain_scores_gemma":[0.9995425,0.000102893646,0.00005823249,0.00017257796,0.00005783972,0.0000659987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005703806,0.00016374292,0.00017898396,0.0001107928,0.000097225726,0.000029103885,0.0001449668,0.00008571433,0.000009715479],"category_scores_gemma":[0.000011777873,0.00016158506,0.00009137935,0.000081136444,0.000035637313,0.00020827337,0.000033380275,0.00010108939,0.0000011376944],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020539763,0.000016790642,0.00014995958,0.000133703,0.00011333424,1.319579e-7,0.00039392972,0.8420295,0.05299221,0.08778576,0.0024959103,0.013868194],"study_design_scores_gemma":[0.000300065,0.000024975952,0.04113331,0.000018761228,0.00003772484,0.000012630617,0.000035259996,0.93326455,0.005747397,0.01727549,0.0019118609,0.00023798256],"about_ca_topic_score_codex":0.000005277153,"about_ca_topic_score_gemma":0.0000051621555,"teacher_disagreement_score":0.31731057,"about_ca_system_score_codex":0.00008281761,"about_ca_system_score_gemma":0.000011253819,"threshold_uncertainty_score":0.6589248},"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":"W2162416053","doi":"10.1016/j.compstruc.2011.10.018","title":"Behavior of RC members strengthened in shear with EB FRP: Assessment of models and FE simulation approaches","year":2011,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":38,"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; École de Technologie Supérieure; Université du Québec à Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Truss; Materials science; Structural engineering; Adina; Finite element method; Diagonal; Shear (geology); Composite material; Nonlinear system; Constitutive equation; Engineering; Geometry; Mathematics; Physics","score_opus":0.05114999419507992,"score_gpt":0.25164764904667786,"score_spread":0.20049765485159793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162416053","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97785676,0.00006472305,0.021384705,0.0000010313767,0.00009288536,0.00026022008,0.000010245663,0.000057717993,0.00027169587],"genre_scores_gemma":[0.916875,0.00000455523,0.08306703,0.0000024975773,0.000009990945,0.000007824383,0.000009436498,0.000022562625,0.0000011232506],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991461,0.000018690798,0.00029582105,0.00017800418,0.00019211821,0.00016924927],"domain_scores_gemma":[0.99955356,0.000045041706,0.00008790756,0.00022473799,0.000032795695,0.00005594961],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000041378582,0.00019744736,0.0003055119,0.00015122896,0.000016543498,0.000011339101,0.00015475032,0.000086840584,0.00001573634],"category_scores_gemma":[0.000001965975,0.000167774,0.00003957805,0.0001168635,0.00009868055,0.00018345962,0.00004333044,0.0001339768,3.5587032e-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":[0.000023314024,0.0000015076838,0.006572891,0.00007076574,0.000038542603,0.0000047697195,0.001508677,0.9747062,0.001403224,0.0011503494,0.0000013823071,0.014518426],"study_design_scores_gemma":[0.00059612625,0.00010084753,0.2095551,0.000041898667,0.00005722597,0.0000069724747,0.0001397751,0.7764435,0.012466757,0.0003913724,0.0000011190226,0.00019930708],"about_ca_topic_score_codex":0.00010983784,"about_ca_topic_score_gemma":0.0000042584825,"teacher_disagreement_score":0.20298222,"about_ca_system_score_codex":0.00003689492,"about_ca_system_score_gemma":0.000016426913,"threshold_uncertainty_score":0.68416244},"labels":[],"label_agreement":null},{"id":"W2164622584","doi":"10.1016/j.compstruc.2015.10.002","title":"Toward better understanding of the effect of fiber distribution on effective elastic properties of unidirectional composite yarns","year":2015,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Composite Material Mechanics","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 British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Homogenization (climate); Randomness; Composite number; Materials science; Finite element method; Macro; Composite material; Fiber; Macroscopic scale; Scaling; Structural engineering; Mathematics; Computer science; Geometry; Engineering; Physics","score_opus":0.016419826471166157,"score_gpt":0.19906391634501902,"score_spread":0.18264408987385286,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2164622584","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.981845,0.000073850904,0.01594623,0.000017318496,0.001676636,0.00029639137,0.00004451192,0.000048297356,0.00005172611],"genre_scores_gemma":[0.99972427,5.06802e-7,0.00017359179,0.000004280506,0.0000665915,0.0000046898585,0.000009836171,0.000015176401,0.000001066347],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992448,0.000115683164,0.00020110593,0.00010698952,0.00021750471,0.00011388249],"domain_scores_gemma":[0.9995417,0.00013296095,0.0000839132,0.00016272951,0.000046077945,0.000032597665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008457086,0.00015188653,0.00026924405,0.000052106938,0.000028335764,0.000011890016,0.00016193627,0.00005558309,0.0000036661947],"category_scores_gemma":[0.000023790602,0.00010151301,0.000081060825,0.00013087784,0.00007804645,0.000036858077,0.00008049426,0.00010089589,6.869396e-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":[0.00091724296,0.000030205425,0.0018825418,0.001676372,0.0005470164,0.000002337552,0.0014333178,0.40725747,0.57622886,0.0034362983,0.0014024491,0.005185909],"study_design_scores_gemma":[0.0005913598,0.0004358265,0.0058466797,0.00033926213,0.00006313083,0.000008511104,0.0000137813595,0.018900217,0.9727964,0.0008368683,0.000047549496,0.00012044081],"about_ca_topic_score_codex":0.000013505887,"about_ca_topic_score_gemma":9.3881823e-7,"teacher_disagreement_score":0.39656752,"about_ca_system_score_codex":0.000180511,"about_ca_system_score_gemma":0.000009181453,"threshold_uncertainty_score":0.41395804},"labels":[],"label_agreement":null},{"id":"W2172118926","doi":"10.1016/j.compstruc.2008.05.007","title":"Numerical analysis of structural masonry: mesoscale approach","year":2008,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Masonry; Structural engineering; Finite element method; Brick; Mortar; Homogenization (climate); Geotechnical engineering; Discretization; Shear (geology); Geology; Compression test; Engineering; Compression (physics); Materials science; Mathematics; Composite material","score_opus":0.010033687845332243,"score_gpt":0.20405996957303288,"score_spread":0.19402628172770064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2172118926","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9751127,0.0005302472,0.021878842,0.000015781132,0.00033096602,0.00009158137,0.000034134526,0.0002548575,0.0017509036],"genre_scores_gemma":[0.9855923,0.000023297793,0.014034902,0.000049513015,0.00012730582,0.0000035307535,0.00011232944,0.000022749318,0.00003408523],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985347,0.000050756436,0.0004065187,0.0003377846,0.00032964823,0.00034063848],"domain_scores_gemma":[0.99922365,0.000060552786,0.00008518586,0.00043090532,0.00005580329,0.00014389589],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00003907458,0.0003150586,0.0007542135,0.00035698203,0.00013181099,0.000023569963,0.00044167743,0.000117543095,0.00029355605],"category_scores_gemma":[0.0000085298025,0.00025948527,0.00048461184,0.0014315068,0.00016041014,0.00011897453,0.000057847792,0.00021482403,0.0000020011978],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002280638,0.0000035219557,0.014814312,0.00006827819,0.0034724914,0.00001742397,0.00095308345,0.9699276,0.00070272974,0.0017470234,0.0011969602,0.0070737866],"study_design_scores_gemma":[0.00020145628,0.000022042399,0.17785056,0.000003007908,0.0006496983,0.00004174031,0.000039387305,0.81941354,0.000841667,0.0002597032,0.00034274225,0.0003344685],"about_ca_topic_score_codex":0.000049888564,"about_ca_topic_score_gemma":0.0000020076002,"teacher_disagreement_score":0.16303626,"about_ca_system_score_codex":0.00003508718,"about_ca_system_score_gemma":0.000012237899,"threshold_uncertainty_score":0.99998575},"labels":[],"label_agreement":null},{"id":"W2566128113","doi":"10.1016/j.compstruc.2016.11.014","title":"A new three-dimensional seismic assessment method (3D-SAM) for buildings based on experimental modal analysis","year":2016,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Health Monitoring Techniques","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":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reliability (semiconductor); Modal; Structural engineering; Acceleration; Finite element method; Ambient vibration; Computer science; Vibration; Field (mathematics); Documentation; Modal analysis; Engineering; Acoustics","score_opus":0.01810571704028243,"score_gpt":0.332216460559996,"score_spread":0.3141107435197136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2566128113","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":[0.21189694,0.000073473486,0.78566676,0.00018431248,0.0010940066,0.0003650691,0.00004056953,0.00065980543,0.000019082348],"genre_scores_gemma":[0.5193742,6.2209466e-7,0.48012602,0.00014796101,0.00027131036,0.000030639883,0.000011069863,0.0000324957,0.0000056908343],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983523,0.00004019679,0.00033338976,0.00047061132,0.00035103498,0.0004524819],"domain_scores_gemma":[0.99880314,0.00042866293,0.000078530735,0.00042950854,0.000047049456,0.00021312195],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001282725,0.00036605398,0.0004339357,0.0003697621,0.00012521066,0.000052193493,0.00035622454,0.0001419578,0.00006808495],"category_scores_gemma":[0.0000102752265,0.00026812323,0.000246507,0.00027988365,0.000030709216,0.00009965852,0.00006848988,0.00015632811,0.0000016601437],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014781585,0.000017299772,0.0013557606,0.00007959214,0.00056667294,0.000008301697,0.00010420652,0.55332804,0.017327148,0.0013620227,0.01209629,0.41360685],"study_design_scores_gemma":[0.001043656,0.00025116812,0.03477199,0.00007745472,0.00012949095,0.0000060252387,0.000002787024,0.90978044,0.047348965,0.0045353184,0.001582858,0.0004698223],"about_ca_topic_score_codex":0.000111293186,"about_ca_topic_score_gemma":0.0000044081908,"teacher_disagreement_score":0.41313705,"about_ca_system_score_codex":0.00045578252,"about_ca_system_score_gemma":0.0000670099,"threshold_uncertainty_score":0.9999771},"labels":[],"label_agreement":null},{"id":"W2571459559","doi":"10.1016/j.compstruc.2016.12.010","title":"Response sensitivity analysis for plastic plane problems based on direct differentiation method","year":2017,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","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 Alberta","funders":"National Natural Science Foundation of China","keywords":"Sensitivity (control systems); Finite element method; OpenSees; Plane stress; Context (archaeology); Plane (geometry); Mathematical optimization; Computer science; Structural engineering; Applied mathematics; Mathematics; Engineering; Geometry","score_opus":0.07154176526163956,"score_gpt":0.3467177712708087,"score_spread":0.27517600600916914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2571459559","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":[0.043473773,0.0000083145005,0.95475936,0.00028844766,0.0009787262,0.00026307482,0.00009092061,0.00007183069,0.00006557588],"genre_scores_gemma":[0.9333025,2.4382913e-7,0.06638552,0.000077679324,0.000095111114,0.000011913317,0.000020617186,0.000011563498,0.000094829484],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976217,0.0005352675,0.00034602897,0.0006129211,0.00063071307,0.0002533327],"domain_scores_gemma":[0.98512834,0.01322224,0.00032326687,0.0010585445,0.00015904193,0.00010856613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028184424,0.00021434686,0.00048126746,0.0004406232,0.0005326784,0.00056377274,0.0005813016,0.00009741491,0.000022276652],"category_scores_gemma":[0.007908044,0.00014664726,0.0002480556,0.00024134868,0.000079046724,0.00010653367,0.0000823318,0.00010957334,0.000005034474],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051238074,0.000019372603,0.0022769936,0.0000101525275,0.00013170957,0.0000067497563,0.000086971915,0.98828983,0.0005453501,0.00052974344,0.00181859,0.005772176],"study_design_scores_gemma":[0.00032108018,0.000085139756,0.3353201,0.00001186391,0.00010415169,0.0000012652959,0.000003048332,0.6594704,0.00032724452,0.0038366346,0.00038594689,0.0001331596],"about_ca_topic_score_codex":0.000018419798,"about_ca_topic_score_gemma":0.000030342859,"teacher_disagreement_score":0.88982874,"about_ca_system_score_codex":0.000048194706,"about_ca_system_score_gemma":0.000047273003,"threshold_uncertainty_score":0.94672394},"labels":[],"label_agreement":null},{"id":"W2580105310","doi":"10.1016/j.compstruc.2017.01.002","title":"Adaptive reduced basis strategy dedicated to the solution of nonstationary stochastic thermal problems","year":2017,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","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":"Polytechnique Montréal","funders":"","keywords":"Discretization; Basis (linear algebra); Dimension (graph theory); Benchmark (surveying); Computer science; Monte Carlo method; Finite element method; Mathematical optimization; Key (lock); Section (typography); Basis function; Transient (computer programming); Numerical analysis; Modal; Stochastic modelling; Stochastic control; Applied mathematics; Mathematics; Optimal control; Engineering","score_opus":0.10269593084387084,"score_gpt":0.32849038918105034,"score_spread":0.22579445833717948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2580105310","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":[0.10380488,0.00008591451,0.8937099,0.00090653537,0.0007842348,0.00038172828,0.000026029506,0.00003556112,0.00026519015],"genre_scores_gemma":[0.9873281,6.924545e-7,0.012406611,0.000058071626,0.00013026851,0.0000124140115,0.0000034708628,0.000009143447,0.00005123451],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983092,0.00010617151,0.00038508556,0.0003399571,0.0006439779,0.00021558677],"domain_scores_gemma":[0.99798125,0.0005493194,0.00030460127,0.0007905978,0.00027561348,0.00009860128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006465774,0.00014902012,0.00022266402,0.000118631455,0.00047346434,0.00018410735,0.0014443503,0.00006361707,0.000041741707],"category_scores_gemma":[0.0008260489,0.000085882704,0.00007422853,0.00017763716,0.00026523857,0.0001589283,0.00021666022,0.00013181737,0.000017245053],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045747962,0.000013032548,0.000040848263,0.0000044291482,0.000036175108,0.000002032489,0.0007357015,0.9273209,0.0025996258,0.0041906405,0.00512265,0.059888232],"study_design_scores_gemma":[0.0005698052,0.00035481443,0.2643628,0.000094815136,0.00004871116,0.000021743988,0.00030681875,0.67066795,0.0010771756,0.061947506,0.00018029506,0.00036752998],"about_ca_topic_score_codex":0.000060301136,"about_ca_topic_score_gemma":0.000008194436,"teacher_disagreement_score":0.8835232,"about_ca_system_score_codex":0.000028311802,"about_ca_system_score_gemma":0.00012148583,"threshold_uncertainty_score":0.3641553},"labels":[],"label_agreement":null},{"id":"W2793624930","doi":"10.1016/j.compstruc.2018.02.001","title":"A computer vision approach for the load time history estimation of lively individuals and crowds","year":2018,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":45,"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":"Qatar University; Qatar National Research Fund; University of Alberta","keywords":"Crowds; Jumping; Optical flow; Displacement (psychology); Computer vision; Tracking (education); Simulation; Crowd simulation; Computer science; Finite element method; Artificial intelligence; Engineering; Structural engineering; Image (mathematics)","score_opus":0.01653496887561946,"score_gpt":0.2658616780516925,"score_spread":0.24932670917607302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793624930","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":[0.45803526,0.0013042605,0.5377538,0.000039915103,0.0015074478,0.00073244516,0.00001605106,0.000505173,0.00010561707],"genre_scores_gemma":[0.6776285,0.00000981573,0.32190746,0.000045676345,0.00036632633,0.000012323963,0.0000060595785,0.00001859458,0.0000052035634],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923146,0.000022158494,0.00022270535,0.00017942718,0.00016437819,0.00017986732],"domain_scores_gemma":[0.999375,0.0001939903,0.00007247045,0.00022867936,0.0000826733,0.000047171416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000143612,0.00016080656,0.0001950783,0.00007259763,0.00009040403,0.000025717967,0.00023992457,0.00009422299,0.0000068131812],"category_scores_gemma":[0.000013017147,0.00011926989,0.000040337665,0.000060445367,0.00019318848,0.00008989277,0.0000811765,0.00010398693,7.7302207e-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":[0.000042900443,0.000007976125,0.00014790978,0.000553459,0.000099976016,4.528654e-7,0.0032842548,0.017219214,0.0008882242,0.00084908033,0.07242456,0.904482],"study_design_scores_gemma":[0.00024048051,0.00023565372,0.058547996,0.00004815449,0.000024264144,0.000016664619,0.0000054057427,0.93459415,0.001583199,0.0016470052,0.0028939852,0.00016301876],"about_ca_topic_score_codex":0.000018717323,"about_ca_topic_score_gemma":2.862674e-7,"teacher_disagreement_score":0.91737497,"about_ca_system_score_codex":0.0001527531,"about_ca_system_score_gemma":0.000024322868,"threshold_uncertainty_score":0.48636848},"labels":[],"label_agreement":null},{"id":"W2889105002","doi":"10.1016/j.compstruc.2018.08.010","title":"Distortional lateral torsional buckling of beam-columns including pre-buckling deformation effects","year":2018,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Load-Bearing Analysis","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 Ottawa","funders":"","keywords":"Buckling; Flange; Structural engineering; Stiffening; Materials science; Transverse plane; Distortion (music); Beam (structure); Torsion (gastropod); Deformation (meteorology); Timoshenko beam theory; Image warping; Engineering; Composite material; Computer science","score_opus":0.006100412852636826,"score_gpt":0.22232510737521147,"score_spread":0.21622469452257465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889105002","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97837645,0.00014010216,0.019204466,0.000011080871,0.001756941,0.00011973868,0.000010001378,0.00024838312,0.00013282096],"genre_scores_gemma":[0.988007,0.0000031386191,0.011159523,0.00003369718,0.0007008162,0.000004440146,0.000052370662,0.00002937953,0.000009626834],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9986816,0.000028318898,0.0004032566,0.00023285203,0.00035036172,0.00030363284],"domain_scores_gemma":[0.99934036,0.00012110095,0.00011376851,0.00022889308,0.00010435013,0.00009152688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009629816,0.00023694939,0.00030441012,0.0002204505,0.00021237921,0.00006185824,0.0002745398,0.000111283916,0.000048116955],"category_scores_gemma":[0.000038825197,0.00022515695,0.00014402495,0.00026260965,0.0001049601,0.0002508076,0.00012730728,0.00019580714,0.0000061742044],"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":[0.00011699379,0.000023092434,0.03837204,0.0010075923,0.001013614,0.000013044205,0.006205112,0.45890522,0.46122098,0.0023155434,0.0020685813,0.028738186],"study_design_scores_gemma":[0.0006294202,0.00010890036,0.38889614,0.0002434048,0.00012111186,0.000040639145,0.000027932263,0.3150871,0.2900577,0.003930989,0.00029206867,0.00056459045],"about_ca_topic_score_codex":0.00006583308,"about_ca_topic_score_gemma":0.000011738332,"teacher_disagreement_score":0.3505241,"about_ca_system_score_codex":0.00017563533,"about_ca_system_score_gemma":0.000017358521,"threshold_uncertainty_score":0.9181634},"labels":[],"label_agreement":null},{"id":"W2899404145","doi":"10.1016/j.compstruc.2018.10.003","title":"Integrated finite strip flutter analysis of bridges","year":2018,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Fluid Dynamics and Vibration Analysis","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 Ottawa; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flutter; Aerodynamics; Finite strip method; Structural engineering; Convergence (economics); Boundary value problem; Aeroelasticity; Eigenvalues and eigenvectors; Engineering; Finite element method; Stiffness; Boundary (topology); Mathematics; Control theory (sociology); Mathematical analysis; Computer science; Physics; Aerospace engineering","score_opus":0.007287566878161547,"score_gpt":0.21355260965597947,"score_spread":0.20626504277781793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899404145","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":[0.3794457,0.00005206984,0.61981136,0.00002401915,0.00026992324,0.000028092129,0.000040967654,0.00009264095,0.00023519786],"genre_scores_gemma":[0.9943399,0.000012062175,0.005281864,0.00012966199,0.00008411674,8.2312033e-7,0.00011403304,0.000012334097,0.000025194979],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993524,0.000018474246,0.00023572375,0.00014477521,0.00011669484,0.00013191401],"domain_scores_gemma":[0.99952775,0.000044822064,0.000038020666,0.00024777037,0.00009399705,0.000047629543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003934827,0.00012974716,0.0002719261,0.00045191147,0.000035735487,0.000046757526,0.00018079989,0.000054490305,0.00021761983],"category_scores_gemma":[0.00001030555,0.00011292588,0.00015876911,0.0009450057,0.000071403374,0.000055233013,0.000027924649,0.00007120126,0.0000057868097],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009824434,0.000007741555,0.004409306,0.000018032968,0.0023525613,0.0000020371979,0.00042091604,0.9696095,0.0033409016,0.0015411513,0.005497485,0.012790548],"study_design_scores_gemma":[0.000087405075,0.000017992154,0.048923973,0.0000047470353,0.00029064904,3.403695e-7,0.0000213008,0.94778985,0.0018908983,0.00013468372,0.00072714145,0.00011099537],"about_ca_topic_score_codex":0.00004726795,"about_ca_topic_score_gemma":0.000071742725,"teacher_disagreement_score":0.6148942,"about_ca_system_score_codex":0.000022223874,"about_ca_system_score_gemma":0.0000079427755,"threshold_uncertainty_score":0.46049836},"labels":[],"label_agreement":null},{"id":"W2963852784","doi":"10.1016/j.compstruc.2019.07.001","title":"Nonlinear sectional analysis of reinforced concrete beams and shells subjected to pure torsion","year":2019,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Behavior of Reinforced Concrete","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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Torsion (gastropod); Structural engineering; Cracking; Stiffening; Nonlinear system; Torque; Finite element method; Constitutive equation; Materials science; Twist; Mechanics; Mathematics; Engineering; Composite material; Physics; Geometry","score_opus":0.005262839671100225,"score_gpt":0.21118296669405717,"score_spread":0.20592012702295695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2963852784","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955573,0.00007032642,0.0028203845,0.000010070001,0.00081149844,0.00027743125,0.00005461798,0.00018949436,0.00020884143],"genre_scores_gemma":[0.98355466,0.000009258376,0.01606522,0.000074385345,0.00008380325,0.000002651624,0.00011844617,0.000026755211,0.00006482549],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988074,0.000015526888,0.0003456164,0.0002829204,0.00028499696,0.00026357014],"domain_scores_gemma":[0.99926364,0.0000745768,0.000071191804,0.00034227557,0.00009385031,0.00015446881],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000457146,0.00025848934,0.0004731346,0.00043935515,0.000039224957,0.000052395204,0.00024560565,0.00014685788,0.00023845366],"category_scores_gemma":[0.0000118252665,0.00024152083,0.00016149884,0.000699215,0.000045621047,0.00012624067,0.000099370765,0.00017896075,0.00000765304],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000103130296,1.0430561e-7,0.008360296,0.00012327595,0.0012243281,0.000006882676,0.0008362494,0.49621856,0.48794985,0.0009109497,0.00043426032,0.003832108],"study_design_scores_gemma":[0.0010430266,0.00027070392,0.22173974,0.00005268741,0.0005934199,0.00003298454,0.00009671994,0.49877307,0.27575287,0.000030188363,0.0008024924,0.0008120915],"about_ca_topic_score_codex":0.000035568395,"about_ca_topic_score_gemma":7.252683e-7,"teacher_disagreement_score":0.21337946,"about_ca_system_score_codex":0.0000579706,"about_ca_system_score_gemma":0.000015304775,"threshold_uncertainty_score":0.9848933},"labels":[],"label_agreement":null},{"id":"W3006061861","doi":"10.1016/j.compstruc.2020.106224","title":"Mixed-dimensional modeling of structures with thin coatings using rotation-free elements","year":2020,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Advanced Numerical Methods in Computational Mathematics","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":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Quadrilateral; Finite element method; Rotation (mathematics); Degrees of freedom (physics and chemistry); Displacement field; Displacement (psychology); Materials science; Geometry; Beam (structure); Structural engineering; Mixed finite element method; Mathematics; Physics; Engineering","score_opus":0.04669423594148746,"score_gpt":0.28300778464664955,"score_spread":0.23631354870516208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3006061861","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":[0.3064561,0.00008371676,0.6929213,0.000030266005,0.00020930178,0.00013062508,0.000015252866,0.00013136698,0.00002211301],"genre_scores_gemma":[0.47021455,6.784669e-7,0.52956396,0.00011290139,0.00007176124,0.0000014890225,0.0000067687415,0.000027779253,1.4001674e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99861276,0.000041733965,0.00045767968,0.00024014225,0.0004402844,0.00020739567],"domain_scores_gemma":[0.999134,0.00027799612,0.0001450451,0.00021106847,0.00012411436,0.00010777983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000061934225,0.00024521793,0.00033319017,0.00006621308,0.000075916425,0.000027697797,0.00034419427,0.000056423552,0.000015475716],"category_scores_gemma":[0.00013386464,0.0002125638,0.000055134653,0.00024586622,0.00006308089,0.0001285211,0.00012835866,0.00020872393,5.6617137e-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":[0.000019679626,0.0000037936247,0.00006899573,0.0001612025,0.000059773494,0.000003138264,0.0005835022,0.9901438,0.0022698047,0.003237616,0.000092314796,0.0033564223],"study_design_scores_gemma":[0.00038911533,0.00004933053,0.000102799975,0.000050774794,0.000025131056,0.000011325058,0.000110446126,0.90036243,0.00259397,0.09609215,0.0000081081125,0.00020443054],"about_ca_topic_score_codex":0.000004514723,"about_ca_topic_score_gemma":5.831487e-7,"teacher_disagreement_score":0.16375846,"about_ca_system_score_codex":0.00004042902,"about_ca_system_score_gemma":0.000026343472,"threshold_uncertainty_score":0.86681},"labels":[],"label_agreement":null},{"id":"W3035942566","doi":"10.1016/j.compstruc.2020.106285","title":"Model updating and seismic response of a super tall building in Shanghai","year":2020,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":34,"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":"China Scholarship Council; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Tower; Modal; Baseline (sea); Structural engineering; Engineering; Building model; Range (aeronautics); Finite element method; Seismic analysis; Computer science; Geology; Simulation","score_opus":0.02373078811892962,"score_gpt":0.27125769383646314,"score_spread":0.24752690571753352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035942566","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98643166,0.0002579763,0.012491647,0.00016853647,0.00015815179,0.00014176524,0.000008094776,0.00032355526,0.000018618868],"genre_scores_gemma":[0.9027194,0.000016363061,0.096983284,0.00017266892,0.000075703785,0.0000038552894,0.000001516874,0.000026775155,4.3080433e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99917555,0.00003725575,0.00026338664,0.0001944208,0.000108701635,0.00022066344],"domain_scores_gemma":[0.9996206,0.00010514726,0.000033124856,0.00013253691,0.000017091083,0.00009150639],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008992471,0.00015793597,0.00023045352,0.000112200956,0.000027908884,0.000020066364,0.00018479323,0.000078991376,0.0000022701402],"category_scores_gemma":[0.000039244063,0.00015970634,0.00002705033,0.0001588464,0.000037166672,0.00009830308,0.000113297094,0.00020733423,1.7264101e-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":[0.000322386,0.000003729132,0.0065717543,0.0009655729,0.000038184222,0.000032590076,0.009001606,0.8242079,0.11217516,0.0017993253,0.0014218118,0.04345999],"study_design_scores_gemma":[0.00023161442,0.000042121123,0.0337186,0.000083010535,0.000003924569,0.000010131388,0.000060317318,0.95016634,0.012759962,0.002711587,0.000044527074,0.00016783958],"about_ca_topic_score_codex":0.000024730605,"about_ca_topic_score_gemma":0.0000010216255,"teacher_disagreement_score":0.12595847,"about_ca_system_score_codex":0.00005409152,"about_ca_system_score_gemma":0.000016233094,"threshold_uncertainty_score":0.65126354},"labels":[],"label_agreement":null},{"id":"W3170513053","doi":"10.1016/j.compstruc.2021.106581","title":"A practical three-dimensional wheel-rail interaction element for dynamic response analysis of vehicle-track systems","year":2021,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":24,"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":"Fundação para a Ciência e a Tecnologia; National Key Research and Development Program of China; Izumi Science and Technology Foundation; Ministério da Ciência, Tecnologia e Ensino Superior; Technische Universiteit Delft; University of Alberta; National Science Foundation","keywords":"Finite element method; OpenSees; Multibody system; Track (disk drive); Vehicle dynamics; Contact force; Node (physics); Engineering; Structural engineering; Nonlinear system; Computer science; Mechanical engineering; Automotive engineering; Physics","score_opus":0.011707953116161133,"score_gpt":0.26652433996641245,"score_spread":0.2548163868502513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3170513053","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5962111,0.00024500344,0.4017797,0.00006563032,0.0013817238,0.00010587623,0.00007820635,0.00012613604,0.0000066510775],"genre_scores_gemma":[0.9718687,0.0000072558364,0.027832847,0.000017486407,0.000059466165,0.0000139726435,0.00015197542,0.00003050444,0.00001778188],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890894,0.00004715291,0.0003666624,0.0002433398,0.00020907543,0.00022485247],"domain_scores_gemma":[0.9988143,0.0006043127,0.00006937226,0.0003024092,0.00013424213,0.00007536487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001628334,0.00018721978,0.00036651702,0.00024924125,0.00004369735,0.000058416295,0.000099401215,0.000095508214,0.000013659982],"category_scores_gemma":[0.00008748759,0.0001889313,0.00019955945,0.0003894902,0.000023320821,0.00009308807,0.000037816328,0.00016829431,0.0000012493224],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012979345,0.000016716547,0.00011305401,0.00011396514,0.0010441223,0.000014800949,0.0000728935,0.9873876,0.008284544,0.0007098354,0.00071199366,0.0014007062],"study_design_scores_gemma":[0.00030791893,0.000049129598,0.016745709,0.00004009296,0.00033349887,0.000027049797,0.000038049882,0.98057884,0.00059268996,0.00007597152,0.001033069,0.00017796713],"about_ca_topic_score_codex":0.0000086687,"about_ca_topic_score_gemma":0.00003925607,"teacher_disagreement_score":0.37565765,"about_ca_system_score_codex":0.00013823416,"about_ca_system_score_gemma":0.000044838886,"threshold_uncertainty_score":0.77043945},"labels":[],"label_agreement":null},{"id":"W4281771222","doi":"10.1016/j.compstruc.2022.106830","title":"Hysteresis modeling of timber-based structural systems using a combined data and model-driven approach","year":2022,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Topology Optimization in Engineering","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 Northern British Columbia","funders":"Ministerstvo Kultury","keywords":"Python (programming language); Experimental data; Empirical modelling; Hysteresis; Computer science; Finite element method; Data-driven; MATLAB; Algorithm; Mirroring; Simulation; Structural engineering; Engineering; Mathematics; Artificial intelligence","score_opus":0.030911685947209902,"score_gpt":0.23300159541071527,"score_spread":0.20208990946350536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281771222","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":[0.35723606,0.00030374364,0.64154965,0.0000037946402,0.00044052055,0.00015087183,0.00013154205,0.00015938522,0.000024396819],"genre_scores_gemma":[0.80145913,0.0000016537454,0.19830477,0.00000938929,0.00003249813,0.000006905549,0.00014245171,0.00004177516,0.000001442512],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988955,0.00003749116,0.00033105895,0.0003066317,0.00020211608,0.0002271519],"domain_scores_gemma":[0.9992586,0.000038923958,0.00006578695,0.000545876,0.000029888068,0.000060945233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007518248,0.00021428695,0.00032271293,0.00018602559,0.00015240998,0.00003703107,0.00053670135,0.0000600321,0.0000061187347],"category_scores_gemma":[0.0000057399006,0.0002345674,0.00003154817,0.00016967604,0.000053633456,0.00012624363,0.00038960163,0.00021416158,4.9025047e-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":[0.000010259617,0.0000031653829,0.00014951664,0.00018840437,0.00006711733,0.0000015374164,0.00024451214,0.99817455,0.00027116833,0.00076477404,0.00006610658,0.00005890379],"study_design_scores_gemma":[0.0004763337,0.000015978098,0.00003187799,0.000014384606,0.000036749578,0.000030388508,0.00010012713,0.99888396,0.000019303974,0.00016894932,0.00000445929,0.00021749397],"about_ca_topic_score_codex":0.0000262496,"about_ca_topic_score_gemma":6.388941e-7,"teacher_disagreement_score":0.44422305,"about_ca_system_score_codex":0.000073211115,"about_ca_system_score_gemma":0.000027430835,"threshold_uncertainty_score":0.9565381},"labels":[],"label_agreement":null},{"id":"W4313681675","doi":"10.1016/j.compstruc.2022.106958","title":"Efficient modeling of steel bar slippage effect in reinforced concrete structures using a newly implemented nonlinear element","year":2023,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Behavior of Reinforced Concrete","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":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slippage; Structural engineering; OpenSees; Finite element method; Nonlinear system; Slip (aerodynamics); Imperfect; Materials science; Engineering; Physics","score_opus":0.016186538875408305,"score_gpt":0.26229777037514723,"score_spread":0.24611123149973893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313681675","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9828176,0.00012521046,0.014381711,0.000010087189,0.00112272,0.0008447655,0.00007898668,0.00056662306,0.000052331074],"genre_scores_gemma":[0.98144937,0.000012306636,0.018117107,0.000035903704,0.00014714967,0.000015391892,0.00012189531,0.00009533653,0.000005564278],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969305,0.00007811807,0.0009992192,0.000480175,0.00061204855,0.0008999868],"domain_scores_gemma":[0.9988112,0.00016100585,0.00016433977,0.00059362577,0.00008813504,0.00018173722],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00024917116,0.00061077246,0.0007925349,0.0006689059,0.00010924852,0.00007799987,0.00059687835,0.00019522215,0.00006733363],"category_scores_gemma":[0.00003887651,0.0005715104,0.0002448999,0.00079492136,0.000084188534,0.00010428913,0.00028333065,0.00042763495,0.00000501119],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005437926,7.240927e-8,0.00016360093,0.00018670785,0.00008138019,0.000033930573,0.00047607208,0.90745634,0.089196675,0.00033794722,0.00005311055,0.0019597744],"study_design_scores_gemma":[0.0018951255,0.0001163629,0.001035046,0.000117156844,0.000062377636,0.000017898245,0.0001476618,0.9551763,0.040809482,0.000088588175,0.000025512098,0.000508521],"about_ca_topic_score_codex":0.00018584495,"about_ca_topic_score_gemma":0.0000024534477,"teacher_disagreement_score":0.04838719,"about_ca_system_score_codex":0.0002480302,"about_ca_system_score_gemma":0.000057519945,"threshold_uncertainty_score":0.99967366},"labels":[],"label_agreement":null},{"id":"W4324026219","doi":"10.1016/j.compstruc.2023.107009","title":"Improved Moore-Penrose continuation algorithm for the computation of problems with critical points","year":2023,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Advanced Optimization Algorithms Research","field":"Mathematics","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":"Université de Moncton","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Moncton","keywords":"Continuation; Algorithm; Computation; Process (computing); Divergence (linguistics); Limit (mathematics); Task (project management); Computer science; Mathematics; Key (lock); Point (geometry); Mathematical optimization; Geometry; Mathematical analysis","score_opus":0.04342863524996715,"score_gpt":0.3672470424726696,"score_spread":0.32381840722270244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4324026219","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":[0.0019295816,0.00004554393,0.9956751,0.0006789531,0.000246661,0.0012028973,0.000043174223,0.00016232501,0.000015794327],"genre_scores_gemma":[0.120935194,0.000009050062,0.8785674,0.00006817855,0.00012679066,0.0001106599,0.00006647141,0.00005010735,0.00006612157],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99863863,0.00007116875,0.00034254527,0.0002749945,0.0003744291,0.00029822518],"domain_scores_gemma":[0.99690044,0.0020437269,0.00016083248,0.00024912338,0.00058333296,0.00006251722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032580996,0.00016726219,0.0002507425,0.00013493169,0.00019858778,0.00007241487,0.00025940264,0.00006562911,0.000010241759],"category_scores_gemma":[0.00046529673,0.000111030735,0.000065715125,0.0004380574,0.00023562173,0.00014057934,0.00009197896,0.00014222715,0.0000017116912],"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":[0.00017941582,0.00014358365,0.000105988904,0.0008342456,0.00037080687,0.000008784099,0.0038058318,0.14377293,0.00132784,0.04765078,0.007751447,0.79404837],"study_design_scores_gemma":[0.0009854997,0.00016613957,0.0007552247,0.000045649373,0.00002884674,0.0000075443136,0.00018807988,0.8922659,0.0009937962,0.10436026,0.000074887226,0.00012813209],"about_ca_topic_score_codex":0.0000070360375,"about_ca_topic_score_gemma":0.0000050908843,"teacher_disagreement_score":0.7939202,"about_ca_system_score_codex":0.000035380788,"about_ca_system_score_gemma":0.00005392407,"threshold_uncertainty_score":0.4527702},"labels":[],"label_agreement":null},{"id":"W4372329787","doi":"10.1016/j.compstruc.2023.107042","title":"Numerical analysis of large masonry structures: bridging meso and macro scales via artificial neural networks","year":2023,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Masonry and Concrete Structural Analysis","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":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; Artificial neural network; Finite element method; Mesoscale meteorology; Structural engineering; Bridging (networking); Discontinuity (linguistics); Computer science; Constructive; Geology; Engineering; Mathematics; Artificial intelligence; Mathematical analysis","score_opus":0.007361689076508272,"score_gpt":0.22613617627712174,"score_spread":0.21877448720061346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4372329787","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9362171,0.00056858145,0.061916918,0.00006781563,0.00062450214,0.000100657395,0.00005668897,0.00041363982,0.00003408611],"genre_scores_gemma":[0.9984284,0.0000446721,0.00086345134,0.000099335746,0.00033770342,0.0000034568343,0.00018194101,0.000034067227,0.0000069563766],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981525,0.00007802376,0.000486826,0.00043212782,0.00029131092,0.00055919983],"domain_scores_gemma":[0.9991831,0.00014782371,0.000103414815,0.0003503647,0.000045832294,0.00016946439],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001119975,0.0003668967,0.0007474049,0.0005099932,0.00018757684,0.000104393555,0.00032295552,0.00015127439,0.00013020646],"category_scores_gemma":[0.000014868418,0.00032377106,0.00035076763,0.0019657467,0.00011873278,0.00012350258,0.00014361426,0.00029639056,0.0000013972614],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023238927,0.0000015048171,0.0042969054,0.000059760205,0.0014146444,0.000027815991,0.0002887495,0.9252083,0.0007404938,0.0010009682,0.00049894454,0.066438675],"study_design_scores_gemma":[0.00013569911,0.000016620164,0.114243366,0.0000063841835,0.0005194998,0.000011091943,0.000052985026,0.8833716,0.0003100936,0.00093958393,0.000092176146,0.0003008868],"about_ca_topic_score_codex":0.000042273714,"about_ca_topic_score_gemma":0.000035229197,"teacher_disagreement_score":0.10994646,"about_ca_system_score_codex":0.000023930768,"about_ca_system_score_gemma":0.0000051201396,"threshold_uncertainty_score":0.99992144},"labels":[],"label_agreement":null},{"id":"W4386851120","doi":"10.1016/j.compstruc.2023.107176","title":"Flexoelectric enhancement in lead-free piezocomposites with graded inclusion concentrations and porous matrices","year":2023,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Nonlocal and gradient elasticity in micro/nano structures","field":"Materials Science","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":"Wilfrid Laurier University","funders":"European Regional Development Fund; Natural Sciences and Engineering Research Council of Canada; Consejería de Transformación Económica, Industria, Conocimiento y Universidades","keywords":"Flexoelectricity; Piezoelectricity; Materials science; Anisotropy; Composite material; Porosity; Composite number; Coupling (piping); Optics; Physics","score_opus":0.007167105117586058,"score_gpt":0.22485083365535083,"score_spread":0.21768372853776477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386851120","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99557865,0.00066505955,0.002413381,0.0003799581,0.00039949943,0.00033191114,0.000027754377,0.00015655054,0.000047256697],"genre_scores_gemma":[0.99271977,0.000084492865,0.006740787,0.00025363595,0.00009972133,0.000013981104,0.000037072736,0.00001508229,0.00003545758],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983455,0.000075561176,0.0002929549,0.0004551412,0.00035771116,0.00047314],"domain_scores_gemma":[0.9993016,0.00018806556,0.00011457068,0.0002604218,0.000043424086,0.00009188277],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000124592,0.00025085767,0.00027861443,0.0002532275,0.00047945068,0.00016943885,0.00050863065,0.00007192857,0.000041916963],"category_scores_gemma":[0.000022229831,0.000185449,0.000027575055,0.0006695218,0.00022289918,0.00015778016,0.0007074576,0.00014683338,0.000009337637],"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":[0.0001438517,0.000044927096,0.0063673994,0.00011465729,0.000023835317,0.00008804539,0.0028192967,0.003099869,0.97191614,0.004036471,0.0024345345,0.008910959],"study_design_scores_gemma":[0.0033248558,0.0009595553,0.1292282,0.00025363328,0.000077684796,0.00018865264,0.00028194435,0.006812033,0.7881571,0.06867569,0.00095564773,0.001084983],"about_ca_topic_score_codex":0.00012972402,"about_ca_topic_score_gemma":0.00012635984,"teacher_disagreement_score":0.18375903,"about_ca_system_score_codex":0.000047139307,"about_ca_system_score_gemma":0.000040558956,"threshold_uncertainty_score":0.75623906},"labels":[],"label_agreement":null},{"id":"W4386905708","doi":"10.1016/j.compstruc.2023.107184","title":"A smart component model replacement approach for refined simulation of large nonlinear RC structures","year":2023,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Infrastructure Maintenance and Monitoring","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 British Columbia","funders":"National Natural Science Foundation of China","keywords":"Substructure; Component (thermodynamics); Nonlinear system; Computer science; Scale (ratio); Boundary (topology); Stability (learning theory); Connection (principal bundle); Structural engineering; Engineering; Mathematics; Machine learning","score_opus":0.018383774139402884,"score_gpt":0.2651857807360522,"score_spread":0.2468020065966493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386905708","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":[0.2803657,0.000070509275,0.7171399,0.000017101187,0.0011729541,0.00049596245,0.0001283578,0.00045470358,0.00015483514],"genre_scores_gemma":[0.8854013,0.000008810329,0.113754526,0.000055743527,0.00034720375,0.00002707668,0.00032410718,0.000056313314,0.0000248859],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99848926,0.00001743561,0.0004255226,0.0003243355,0.0002643542,0.0004790912],"domain_scores_gemma":[0.99925244,0.00008180906,0.00009697068,0.00038704343,0.000105906336,0.00007582661],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001484697,0.00029497538,0.00037386265,0.00021768449,0.00012353508,0.000036639627,0.0002656031,0.00013096027,0.00000500254],"category_scores_gemma":[0.000023987637,0.00026558034,0.0001452182,0.00023447617,0.00003746865,0.00008912612,0.000101493686,0.00016864217,9.0180436e-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":[0.000077176875,0.000007001765,0.000112339505,0.0002793814,0.00008854099,0.0000010822743,0.0004941911,0.98719305,0.004572826,0.0015676055,0.00290878,0.0026980082],"study_design_scores_gemma":[0.0009317257,0.000051640764,0.002104712,0.000026281632,0.00002930122,0.0000023948703,0.00007999592,0.98574936,0.0055506756,0.0032405583,0.00197015,0.0002631989],"about_ca_topic_score_codex":0.0000048328707,"about_ca_topic_score_gemma":0.0000016536378,"teacher_disagreement_score":0.60503566,"about_ca_system_score_codex":0.00007870985,"about_ca_system_score_gemma":0.000021868898,"threshold_uncertainty_score":0.9999796},"labels":[],"label_agreement":null},{"id":"W4386905724","doi":"10.1016/j.compstruc.2023.107163","title":"Data-informed statistical finite element analysis of rail buckling","year":2023,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Transport Canada","keywords":"Finite element method; Mixed finite element method; Nonlinear system; Finite element limit analysis; Gaussian; Component (thermodynamics); Extended finite element method; Statistical model; Structural engineering; Engineering; Computer science; Algorithm; Physics; Artificial intelligence","score_opus":0.04625760346152881,"score_gpt":0.3470010799661485,"score_spread":0.3007434765046197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386905724","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7406459,0.00018593705,0.2517809,0.00006823679,0.0025887347,0.00037894014,0.001496854,0.0027030865,0.00015142524],"genre_scores_gemma":[0.9347416,0.00007694672,0.064085044,0.00003025046,0.00014632774,0.000006118967,0.0008859502,0.000023638655,0.0000041205085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986468,0.000021979544,0.00045184314,0.00024222278,0.00028662637,0.00035050648],"domain_scores_gemma":[0.99861294,0.00051500235,0.000066676774,0.0006654788,0.000040760526,0.00009913968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014018564,0.00018181987,0.0003776615,0.00051304005,0.000057988866,0.000032063403,0.00058088044,0.00007306465,0.000045866556],"category_scores_gemma":[0.00007702299,0.00016878157,0.000059435497,0.0010412193,0.00005131148,0.000098179036,0.00025013555,0.00016509158,0.0000047827134],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026797037,0.000004687956,0.006662403,0.00065061386,0.0016745831,0.000029614223,0.00093262776,0.68692195,0.00026986972,0.0029601278,0.038327258,0.2615395],"study_design_scores_gemma":[0.00012705193,0.00002459927,0.25453943,0.000024288238,0.00018069467,0.0000010729697,0.000032929278,0.7401598,0.00066367845,0.0013976082,0.0026700988,0.00017873978],"about_ca_topic_score_codex":0.000046883182,"about_ca_topic_score_gemma":0.000022075077,"teacher_disagreement_score":0.26136073,"about_ca_system_score_codex":0.00007486437,"about_ca_system_score_gemma":0.000028561715,"threshold_uncertainty_score":0.6882713},"labels":[],"label_agreement":null},{"id":"W4399759776","doi":"10.1016/j.compstruc.2024.107453","title":"A thermal model for topology optimization in additive manufacturing: Design of support structures and geometry orientation","year":2024,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Topology Optimization in Engineering","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":"Engineering Link (Canada)","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Topology optimization; Orientation (vector space); Geometry; Thermal; Topology (electrical circuits); Mechanical engineering; Mathematics; Computer science; Engineering; Finite element method; Structural engineering; Physics; Combinatorics","score_opus":0.010355994324168645,"score_gpt":0.23393993503866184,"score_spread":0.2235839407144932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399759776","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":[0.062357884,0.00022515657,0.93616927,0.000017260703,0.00071500416,0.00027208292,0.000045799476,0.0001764252,0.000021143913],"genre_scores_gemma":[0.7750771,0.000034384037,0.22470586,0.00001717959,0.000052109943,0.0000212857,0.000055874098,0.000030584768,0.0000056404083],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99926543,0.000017707376,0.00024307537,0.00021448862,0.00006913665,0.00019014438],"domain_scores_gemma":[0.99965405,0.00015980957,0.000027873552,0.00010008176,0.000023278952,0.000034906596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000060969207,0.00016752172,0.00019248987,0.00036256714,0.000027542272,0.000029886469,0.00009671956,0.00012922462,0.00003833307],"category_scores_gemma":[0.000014362547,0.00016964017,0.000030543695,0.00012048488,0.000071773415,0.0001543406,0.000027653314,0.00012078627,1.6539556e-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":[0.000015668596,0.0000018092495,0.000019391036,0.0001260897,0.00004593272,0.0000031307711,0.0010593808,0.9891277,0.00032016382,0.0032770813,0.00019980963,0.005803854],"study_design_scores_gemma":[0.0002806774,0.000035812962,0.0009016453,0.000016467466,0.000017814256,0.000011720831,0.000041783507,0.98868936,0.0068179215,0.0030236575,0.000016833217,0.00014629109],"about_ca_topic_score_codex":0.0000022850277,"about_ca_topic_score_gemma":9.706607e-7,"teacher_disagreement_score":0.7127192,"about_ca_system_score_codex":0.000047970974,"about_ca_system_score_gemma":0.000020415166,"threshold_uncertainty_score":0.6917726},"labels":[],"label_agreement":null},{"id":"W4400314595","doi":"10.1016/j.compstruc.2024.107461","title":"Harmonic-modal hybrid frequency approach for parameterized non-linear dynamics","year":2024,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Health Monitoring Techniques","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":"Polytechnique Montréal","funders":"","keywords":"Parameterized complexity; Modal; Harmonic; Mathematics; Modal analysis; Acoustics; Mathematical analysis; Physics; Algorithm; Vibration; Materials science","score_opus":0.01967623866025161,"score_gpt":0.28246080618105796,"score_spread":0.26278456752080637,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400314595","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":[0.37517762,0.0007252192,0.6167419,0.00004538178,0.0040884484,0.00064210675,0.00012249305,0.0023256785,0.00013119467],"genre_scores_gemma":[0.6193128,0.000029198589,0.37977287,0.000030215437,0.00058617257,0.00007376568,0.00011370539,0.00007436351,0.000006894427],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984683,0.000019496076,0.00036651985,0.00044266385,0.00018328418,0.00051978184],"domain_scores_gemma":[0.9992446,0.00014198563,0.000032088006,0.00039928395,0.00004375348,0.00013829251],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009540792,0.0003665568,0.00035793844,0.00018159999,0.00010692291,0.00015222454,0.0004572163,0.00013969748,0.000006105977],"category_scores_gemma":[0.000014306115,0.00033679488,0.00017133828,0.00018301464,0.00005545766,0.00015639505,0.00007046889,0.0003837309,0.0000029387015],"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":[0.00012284188,0.000026219363,0.00029827317,0.007854235,0.0007323013,0.00013237687,0.0011353261,0.07314869,0.008113642,0.018733906,0.026797555,0.8629046],"study_design_scores_gemma":[0.000233051,0.000076595556,0.001302376,0.0000707333,0.00002998297,0.00007118208,0.000009495519,0.9738451,0.005275842,0.01787674,0.00081968924,0.0003891698],"about_ca_topic_score_codex":0.000032493725,"about_ca_topic_score_gemma":0.0000010600193,"teacher_disagreement_score":0.90069646,"about_ca_system_score_codex":0.00030985384,"about_ca_system_score_gemma":0.000042051277,"threshold_uncertainty_score":0.9999084},"labels":[],"label_agreement":null},{"id":"W4401322014","doi":"10.1016/j.compstruc.2024.107497","title":"A wavelet-based denoising method for pipeline dent assessments","year":2024,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Ultrasonics and Acoustic Wave Propagation","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":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Western University","keywords":"Noise reduction; Thresholding; Wavelet; Pipeline transport; Pipeline (software); Calipers; Noise (video); Computer science; Artificial intelligence; Wavelet transform; SIGNAL (programming language); Pattern recognition (psychology); Mathematics; Engineering; Geometry","score_opus":0.012923296823664684,"score_gpt":0.2989436620618707,"score_spread":0.286020365238206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401322014","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":[0.011742468,0.0006228152,0.98482937,0.0000744653,0.0016994983,0.000200603,0.00002788991,0.0007688071,0.000034064255],"genre_scores_gemma":[0.5887996,0.0000039775405,0.41078323,0.00008610646,0.0002278546,0.000009749801,0.00003050613,0.000050740688,0.000008257724],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992844,0.00001475293,0.00017292313,0.00020080974,0.00012579499,0.0002013557],"domain_scores_gemma":[0.99957526,0.00020254705,0.000015845695,0.00012203032,0.000033603894,0.000050695173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120429824,0.00015069815,0.00013521223,0.0000925611,0.000056590074,0.0001896704,0.000115861425,0.00005567262,0.000006814129],"category_scores_gemma":[0.000012400634,0.00013481264,0.0000778131,0.00010663328,0.000010024648,0.000058235342,0.000015859738,0.00011718671,0.0000030425645],"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":[0.000009256568,0.000008336292,0.0000068072904,0.00061837304,0.00010758119,0.000014512365,0.00011779347,0.29124913,0.034692284,0.0031254273,0.011486061,0.65856445],"study_design_scores_gemma":[0.00019803159,0.000024636385,0.00016124522,0.00007512956,0.000041808766,0.000007789987,0.00000670654,0.97528994,0.013211119,0.00480833,0.0060177064,0.00015757114],"about_ca_topic_score_codex":0.0000040800023,"about_ca_topic_score_gemma":0.0000014153139,"teacher_disagreement_score":0.6840408,"about_ca_system_score_codex":0.00008244135,"about_ca_system_score_gemma":0.000030097608,"threshold_uncertainty_score":0.54975},"labels":[],"label_agreement":null},{"id":"W4401358073","doi":"10.1016/j.compstruc.2024.107499","title":"A contact-based constitutive model for the numerical analysis of masonry structures using the distinct element method","year":2024,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Masonry and Concrete Structural Analysis","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":"Carleton University","funders":"","keywords":"Masonry; Constitutive equation; Structural engineering; Materials science; Shear (geology); Finite element method; Unilateral contact; Hardening (computing); Nonlinear system; Mechanics; Composite material; Engineering; Physics","score_opus":0.02160816424768033,"score_gpt":0.2863786250143471,"score_spread":0.26477046076666677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401358073","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":[0.04010777,0.0013400965,0.9570877,0.00014965782,0.00050276483,0.00033155718,0.00029783224,0.00012840657,0.000054196065],"genre_scores_gemma":[0.9548624,0.000007575894,0.044744976,0.00015127448,0.00013149607,0.000020697966,0.000052737636,0.000022151997,0.0000066774724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985888,0.000084064355,0.00041002827,0.00033563044,0.00027406772,0.00030738546],"domain_scores_gemma":[0.99833304,0.0010357397,0.00008310249,0.00040817657,0.000075575306,0.00006434516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019328519,0.0003204018,0.0005275304,0.00019188902,0.0002464071,0.00015475707,0.00048304175,0.000078233876,0.0000937576],"category_scores_gemma":[0.000026160298,0.00017067556,0.0006389607,0.00083080423,0.00015320834,0.00006860368,0.00006563573,0.00023901627,1.9352443e-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":[0.000030980675,0.0000010601608,0.000080070684,0.00008271973,0.0038663351,0.0000028479346,0.0004643586,0.9535199,0.0006881244,0.029025806,0.00029952274,0.011938306],"study_design_scores_gemma":[0.00016404207,0.000019171684,0.001045411,0.000018201947,0.0037851995,0.000004730955,0.00011478876,0.99024874,0.00085924764,0.0028178887,0.0007029354,0.00021966608],"about_ca_topic_score_codex":0.000076887176,"about_ca_topic_score_gemma":0.000021052116,"teacher_disagreement_score":0.9147546,"about_ca_system_score_codex":0.00007529801,"about_ca_system_score_gemma":0.00006712259,"threshold_uncertainty_score":0.69599473},"labels":[],"label_agreement":null},{"id":"W4402355166","doi":"10.1016/j.compstruc.2024.107529","title":"Passive infrared thermography for subsurface delamination detection in concrete infrastructure: Inference on minimum requirements","year":2024,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Thermography and Photoacoustic Techniques","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":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Thermography; Delamination (geology); Inference; Infrared; Nondestructive testing; Structural engineering; Materials science; Geotechnical engineering; Computer science; Geology; Engineering; Artificial intelligence; Optics; Seismology; Physics","score_opus":0.009183131015715787,"score_gpt":0.24609674735359038,"score_spread":0.2369136163378746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402355166","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72408855,0.00043832682,0.27199343,0.000014599293,0.0016255518,0.0006246632,0.00017580918,0.00086190295,0.00017717361],"genre_scores_gemma":[0.9969502,0.00005052518,0.0026725705,0.000057928675,0.00009948364,0.000081926395,0.00004085787,0.00004241403,0.0000041041303],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989723,0.0000360896,0.00026850402,0.0002981966,0.00015674754,0.00026816156],"domain_scores_gemma":[0.99941444,0.0002521527,0.000038784474,0.00020383846,0.000040064126,0.000050702183],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0000804309,0.0002663354,0.00019742738,0.00043924816,0.000059862963,0.00011338296,0.00020311255,0.00017643024,0.000013590681],"category_scores_gemma":[0.000019430201,0.00025057458,0.00011310702,0.00046829548,0.00005968095,0.00016221538,0.000021844526,0.00025808084,4.7963164e-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":[0.00023313826,0.000008967695,0.0005015586,0.0009119087,0.00042130955,0.00003759079,0.0043831943,0.04937,0.23843235,0.0070245145,0.0041764975,0.69449896],"study_design_scores_gemma":[0.0012928103,0.0006787118,0.0992376,0.00072657614,0.000100905934,0.00001693263,0.00014753516,0.45874196,0.29004034,0.14341053,0.0043616113,0.0012444616],"about_ca_topic_score_codex":0.000008105985,"about_ca_topic_score_gemma":0.000007452901,"teacher_disagreement_score":0.69325453,"about_ca_system_score_codex":0.000082769126,"about_ca_system_score_gemma":0.000015657819,"threshold_uncertainty_score":0.99999464},"labels":[],"label_agreement":null},{"id":"W4405593887","doi":"10.1016/j.compstruc.2024.107634","title":"Advanced 3D Hamiltonian nodal position finite element method for nonlinear dynamic analysis of rotating solids","year":2024,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Dynamics and Control of Mechanical Systems","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":"York University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Nonlinear system; NODAL; Hamiltonian (control theory); Structural engineering; Position (finance); Mathematics; Physics; Classical mechanics; Control theory (sociology); Mathematical analysis; Computer science; Engineering; Mathematical optimization; Artificial intelligence","score_opus":0.004332706913259023,"score_gpt":0.2571244137456972,"score_spread":0.2527917068324382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405593887","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":[0.03690497,0.0004602229,0.9610883,0.0000544182,0.0008615194,0.000242293,0.0002042601,0.00015726058,0.000026761025],"genre_scores_gemma":[0.69886094,0.000006943444,0.30084106,0.000037423077,0.000072901654,0.000017930633,0.00013207711,0.000024023053,0.000006710599],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900323,0.000026551286,0.00037175184,0.00023217511,0.00015073194,0.00021558786],"domain_scores_gemma":[0.9994607,0.00022176147,0.000051014486,0.00017049782,0.00004366364,0.000052374973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015288296,0.0001686151,0.00037547218,0.00022274897,0.000042337706,0.00007207921,0.00015839693,0.00006461072,0.000008288563],"category_scores_gemma":[0.00000950201,0.00015488704,0.0002553677,0.00032905268,0.00000871023,0.000058014844,0.000029605508,0.00010249293,6.695113e-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":[0.000011249533,0.0000038499984,0.0000068469185,0.0001701265,0.00096923223,0.0000030115762,0.00013990575,0.7978575,0.010547272,0.0015482139,0.000014902002,0.18872786],"study_design_scores_gemma":[0.000268973,0.00007292795,0.0004343505,0.000066802946,0.0004103925,0.0000017215913,0.000017280307,0.9966698,0.00027751713,0.0010766623,0.00054507056,0.00015847519],"about_ca_topic_score_codex":0.0000130051385,"about_ca_topic_score_gemma":0.000047732792,"teacher_disagreement_score":0.66195595,"about_ca_system_score_codex":0.000076066746,"about_ca_system_score_gemma":0.0000125675215,"threshold_uncertainty_score":0.631611},"labels":[],"label_agreement":null},{"id":"W4407436737","doi":"10.1016/j.compstruc.2025.107672","title":"Prediction of hysteresis response of steel braces using long Short-Term memory artificial neural networks","year":2025,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Health Monitoring Techniques","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; University of Alberta; Canadian Institute of Steel Construction","keywords":"Artificial neural network; Long short term memory; Term (time); Hysteresis; Structural engineering; Computer science; Short-term memory; Control theory (sociology); Engineering; Artificial intelligence; Recurrent neural network; Psychology; Working memory; Neuroscience; Physics; Control (management)","score_opus":0.03274019531802537,"score_gpt":0.2918460409529935,"score_spread":0.25910584563496813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407436737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9594244,0.0006070043,0.03629676,0.000009602926,0.0030131764,0.00026447535,0.000024765151,0.00034763585,0.000012221867],"genre_scores_gemma":[0.99283665,0.000012700441,0.0068461364,0.000011271142,0.00025543533,0.0000040116383,0.00000556782,0.00002534526,0.000002888683],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99865323,0.00011531097,0.0005692562,0.0002160344,0.00018327015,0.00026292013],"domain_scores_gemma":[0.9991892,0.000228042,0.00009575572,0.00035671037,0.00007694357,0.000053329917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001286819,0.00021669813,0.00036305047,0.00029358026,0.000073717434,0.000026207112,0.00029057488,0.00016306865,0.000003951085],"category_scores_gemma":[0.000023213823,0.00021629008,0.00009277182,0.00029622487,0.00010468884,0.00012246423,0.00009996287,0.00021758991,4.2398252e-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":[0.0008066664,0.0000141283035,0.02672092,0.0013325554,0.00021151477,0.000016732787,0.0007686697,0.6432758,0.07185108,0.00020500548,0.0004960356,0.2543009],"study_design_scores_gemma":[0.00009857865,0.00005146755,0.57123804,0.00021288036,0.000030829702,0.000008497577,0.000023921551,0.36323267,0.0647005,0.00028651318,0.000002842895,0.00011323633],"about_ca_topic_score_codex":0.00002708479,"about_ca_topic_score_gemma":0.0000049048303,"teacher_disagreement_score":0.54451716,"about_ca_system_score_codex":0.00010844307,"about_ca_system_score_gemma":0.00002784709,"threshold_uncertainty_score":0.88200533},"labels":[],"label_agreement":null},{"id":"W4409694615","doi":"10.1016/j.compstruc.2025.107777","title":"Transfer learning-based artificial neural networks for hysteresis response prediction of steel braces","year":2025,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Structural Health Monitoring Techniques","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 Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta; Canadian Institute of Steel Construction","keywords":"Artificial neural network; Hysteresis; Transfer of learning; Computer science; Structural engineering; Artificial intelligence; Engineering; Materials science; Physics","score_opus":0.0166372974278283,"score_gpt":0.2682625506436878,"score_spread":0.2516252532158595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409694615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78831613,0.00024922026,0.20823814,0.000084880245,0.0020402987,0.0003826387,0.00003239281,0.00065052614,0.000005744399],"genre_scores_gemma":[0.9948661,0.0000051342827,0.0047423285,0.000058643807,0.00023926952,0.000034336073,0.000016417085,0.000029238203,0.000008572938],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989002,0.00010285943,0.00038213594,0.00021604354,0.0001228214,0.00027595382],"domain_scores_gemma":[0.9991443,0.00048757336,0.00003524413,0.00021193059,0.00007044363,0.000050478593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001232366,0.0002028599,0.0002720472,0.00021708236,0.00011606005,0.000036244845,0.00021945797,0.00016099509,0.0000044293456],"category_scores_gemma":[0.000036626996,0.00019836986,0.00011010649,0.00021554688,0.00005986848,0.0000874746,0.000018860452,0.00023891583,8.3099664e-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":[0.00076762406,0.000004362935,0.00071799714,0.00037816074,0.00004521342,0.0000010340967,0.00013698358,0.9029664,0.006030505,0.00029420463,0.00084053364,0.08781698],"study_design_scores_gemma":[0.000359051,0.00019597619,0.10129633,0.0001057386,0.000027868058,0.0000013592658,0.000018500035,0.8518317,0.0445657,0.00075494364,0.00069912005,0.00014370935],"about_ca_topic_score_codex":0.0000079907895,"about_ca_topic_score_gemma":0.0000032771618,"teacher_disagreement_score":0.2065499,"about_ca_system_score_codex":0.00007669941,"about_ca_system_score_gemma":0.000026746706,"threshold_uncertainty_score":0.8089288},"labels":[],"label_agreement":null},{"id":"W4410287811","doi":"10.1016/j.compstruc.2025.107820","title":"Guided waves in anisotropic and viscoelastic stratified plates: Application to bone quantitative ultrasound","year":2025,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Ultrasonics and Acoustic Wave Propagation","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 Alberta","funders":"Alberta Innovates; Natural Sciences and Engineering Research Council of Canada; Vietnam Academy of Science and Technology","keywords":"Viscoelasticity; Anisotropy; Ultrasound; Acoustics; Materials science; Physics; Composite material; Optics","score_opus":0.007114797481458348,"score_gpt":0.24281854510433093,"score_spread":0.23570374762287258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410287811","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.564103,0.00021585316,0.43506187,0.000048978785,0.00017558831,0.00019737743,0.0000065155414,0.000060922506,0.00012986247],"genre_scores_gemma":[0.97641337,0.000025669915,0.02340348,0.00007794871,0.000028196095,0.000013930419,0.000018334398,0.000010609268,0.000008453888],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993479,0.000014265984,0.0002123445,0.00020162389,0.00007116812,0.00015270094],"domain_scores_gemma":[0.99960715,0.00017976011,0.000022906468,0.00012290754,0.000026390251,0.000040913365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000043413507,0.00013591957,0.0001578155,0.00014685078,0.000048009973,0.00007840534,0.000086144755,0.000052570904,0.0000034320954],"category_scores_gemma":[0.000043143024,0.00013262211,0.00001583012,0.00021806269,0.000028891327,0.0000634331,0.000021923768,0.00009950515,0.0000021526957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027491848,0.00001950467,0.0011084157,0.0002804718,0.00007994378,0.0000056942035,0.0017162072,0.58113515,0.31833693,0.073157534,0.0018337772,0.02229884],"study_design_scores_gemma":[0.0010416912,0.000121116005,0.17519395,0.0002099348,0.00004397416,0.000013809861,0.000396985,0.7451519,0.0152033195,0.061539173,0.00056298473,0.0005211584],"about_ca_topic_score_codex":0.00002220245,"about_ca_topic_score_gemma":0.000036956204,"teacher_disagreement_score":0.41231036,"about_ca_system_score_codex":0.000048649294,"about_ca_system_score_gemma":0.000014302938,"threshold_uncertainty_score":0.54081726},"labels":[],"label_agreement":null},{"id":"W4410614596","doi":"10.1016/j.compstruc.2025.107834","title":"Vershinin–Bai–Wierzbicki plastic model for mild steel and accurate prediction of structural plastic response and failure behavior","year":2025,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Metal Forming Simulation Techniques","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":"National Natural Science Foundation of China; Ontario Power Generation","keywords":"Structural engineering; Plasticity; Materials science; Forensic engineering; Composite material; Engineering","score_opus":0.016976737986155854,"score_gpt":0.26084633524611206,"score_spread":0.24386959725995622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410614596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8895829,0.00021228899,0.108880706,0.000013096462,0.000547837,0.000355331,0.00017128499,0.00023259029,0.000004005296],"genre_scores_gemma":[0.9801902,0.000006636151,0.019669794,0.000012958769,0.000027253616,0.000025201352,0.000025626912,0.000021439191,0.00002086251],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991776,0.000025315781,0.0002947593,0.00022076318,0.00011065004,0.0001709396],"domain_scores_gemma":[0.9990836,0.00058184844,0.000059448892,0.00016416228,0.000054402313,0.00005658177],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008250237,0.00020583867,0.0002495887,0.00023053675,0.000089526635,0.000049497165,0.000120099074,0.00012648848,0.0000026138587],"category_scores_gemma":[0.000118635566,0.00019526426,0.00004289953,0.00010583739,0.00008687776,0.00018065512,0.0000611318,0.00013060869,7.304337e-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":[0.0023358944,0.000022227112,0.009476171,0.0023082693,0.00048369294,0.000006993361,0.0034277544,0.81988704,0.11167885,0.020286664,0.0058950153,0.02419144],"study_design_scores_gemma":[0.0007133783,0.000084904714,0.09061219,0.00008402483,0.00009322064,0.000006194169,0.000028481829,0.897479,0.006373441,0.004297564,0.00008347796,0.00014413765],"about_ca_topic_score_codex":0.00000240228,"about_ca_topic_score_gemma":0.0000043393243,"teacher_disagreement_score":0.10530541,"about_ca_system_score_codex":0.000042184605,"about_ca_system_score_gemma":0.000024083009,"threshold_uncertainty_score":0.7962645},"labels":[],"label_agreement":null},{"id":"W4410855803","doi":"10.1016/j.compstruc.2025.107826","title":"Proper generalized decomposition surrogate modeling with application to the identification of Rayleigh damping parameters","year":2025,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Model Reduction and Neural Networks","field":"Physics and Astronomy","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":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de l'Enseignement supérieur, de la Recherche et de l'Innovation","keywords":"Identification (biology); Surrogate model; Decomposition; Mathematics; Applied mathematics; Structural engineering; Control theory (sociology); Computer science; Engineering; Mathematical optimization; Artificial intelligence","score_opus":0.010150123418763094,"score_gpt":0.26723758534542463,"score_spread":0.25708746192666154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410855803","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":[0.4565891,0.000014754075,0.5426882,0.00028631566,0.00013091015,0.00023633636,0.000002257792,0.000013645755,0.00003850638],"genre_scores_gemma":[0.99266005,0.0000015036268,0.0069757905,0.00015675952,0.0000875892,0.0000453746,0.000041174564,0.0000072904895,0.000024447585],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928635,0.000047455214,0.00024206113,0.000216164,0.000097981734,0.00010999119],"domain_scores_gemma":[0.99953026,0.000018934863,0.000103485305,0.00024176195,0.0000773994,0.000028187198],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000074956995,0.00010360618,0.00012034491,0.000060389,0.00014314974,0.000058125013,0.00017168898,0.000019281848,0.0000047296926],"category_scores_gemma":[8.3907474e-7,0.000067848974,0.00004695366,0.00020360497,0.000026818727,0.000063828455,0.000036948946,0.00007831558,0.0000012181316],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004624846,0.000009756973,0.0003124413,0.00000880921,0.000045639095,3.104408e-8,0.00015257037,0.9449936,0.008240754,0.015365618,0.00025541394,0.03056909],"study_design_scores_gemma":[0.00027551013,0.000014197368,0.000955969,0.00003349146,0.000033996665,5.7253084e-7,0.000056282537,0.9739925,0.018937293,0.0053868964,0.00021250627,0.000100763646],"about_ca_topic_score_codex":0.000090424495,"about_ca_topic_score_gemma":0.0000026001194,"teacher_disagreement_score":0.53607094,"about_ca_system_score_codex":0.000014114585,"about_ca_system_score_gemma":0.000017905722,"threshold_uncertainty_score":0.2766801},"labels":[],"label_agreement":null},{"id":"W4411081592","doi":"10.1016/j.compstruc.2025.107843","title":"Massively parallel tandem traversal of bounding volume hierarchies for geometric queries on distributed meshes","year":2025,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Computational Geometry and Mesh Generation","field":"Computer Science","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":"Safran Electronics (Canada)","funders":"","keywords":"Polygon mesh; Tree traversal; Bounding overwatch; Computer science; Parallel computing; Massively parallel; Volume (thermodynamics); Computational science; Tandem; Bounding volume; Theoretical computer science; Distributed computing; Computer graphics (images); Collision detection; Algorithm; Collision; Physics; Aerospace engineering; Artificial intelligence; Engineering","score_opus":0.012981882314364384,"score_gpt":0.26017646910237674,"score_spread":0.24719458678801234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411081592","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":[0.05301375,0.0003379406,0.9437542,0.000872591,0.0014462124,0.0002987334,0.000046221383,0.000102981765,0.00012737168],"genre_scores_gemma":[0.86467814,0.000015820628,0.13465647,0.0002632339,0.00011536413,0.000019463138,0.000085192056,0.0000068055756,0.00015949136],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99855363,0.00006871938,0.00036476878,0.00043831248,0.00028909766,0.00028549632],"domain_scores_gemma":[0.99874526,0.0005301636,0.00017553929,0.00030069667,0.00018265465,0.000065710534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016891514,0.00021745032,0.00031806648,0.0006878717,0.00030545422,0.00021594326,0.000671486,0.00007994391,0.0000054352977],"category_scores_gemma":[0.00014860566,0.00020230965,0.000153721,0.0012746614,0.00011306239,0.0002501931,0.00016956392,0.000116660085,0.0000011093041],"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":[0.00011922627,0.0000705216,0.0014833119,0.00013987001,0.00021934704,0.000005230324,0.0005959239,0.12752914,0.0005976722,0.7209829,0.022681626,0.12557518],"study_design_scores_gemma":[0.002784828,0.0008707271,0.2700429,0.00015810612,0.00008374132,0.00001688617,0.00012764843,0.38810197,0.012714927,0.28059167,0.04368241,0.00082418305],"about_ca_topic_score_codex":0.00000947776,"about_ca_topic_score_gemma":0.0000031851796,"teacher_disagreement_score":0.8116644,"about_ca_system_score_codex":0.00007549127,"about_ca_system_score_gemma":0.00015701076,"threshold_uncertainty_score":0.82499474},"labels":[],"label_agreement":null},{"id":"W4414903049","doi":"10.1016/j.compstruc.2025.107973","title":"An interface-preserving level set update strategy for topology optimisation of mechanical assemblies","year":2025,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Topology Optimization in Engineering","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":"Autodesk (Canada)","funders":"","keywords":"Topology (electrical circuits); Topology optimization; Affine transformation; Boundary (topology); Function (biology); Set (abstract data type); Hilbert space; Component (thermodynamics); Level set (data structures)","score_opus":0.026449557440921735,"score_gpt":0.29869441544056224,"score_spread":0.2722448579996405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414903049","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":[0.10132373,0.00017777004,0.89660585,0.00008300264,0.001272138,0.00016669142,0.000035010806,0.00021748107,0.00011829974],"genre_scores_gemma":[0.8545874,0.000013936853,0.14520945,0.000038680148,0.000057275884,0.000013551544,0.000046285943,0.0000211485,0.000012316603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922276,0.000028923176,0.0002866038,0.00019712085,0.00006006982,0.00020454811],"domain_scores_gemma":[0.9994716,0.00009550668,0.000040627165,0.0002863051,0.00006672748,0.00003924258],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007861043,0.00016491376,0.00023376422,0.00019788672,0.000048403683,0.00003335649,0.00036124716,0.00015404873,0.000030802028],"category_scores_gemma":[0.000029249715,0.00017886978,0.00004800094,0.00013282883,0.000050788174,0.00012029103,0.00007022263,0.000120354045,3.745948e-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":[0.000012905871,0.0000038777994,0.000045232027,0.000096537085,0.00007659861,3.143095e-7,0.00011030784,0.9665379,0.006348367,0.021878006,0.0018259116,0.0030640382],"study_design_scores_gemma":[0.0003749184,0.000057951504,0.0014426402,0.000024201214,0.000023151933,0.0000042451816,0.00012569258,0.9513067,0.03726934,0.008782873,0.0004259661,0.00016231129],"about_ca_topic_score_codex":0.000007588792,"about_ca_topic_score_gemma":0.000012281358,"teacher_disagreement_score":0.75326365,"about_ca_system_score_codex":0.000037452814,"about_ca_system_score_gemma":0.000020682372,"threshold_uncertainty_score":0.7294098},"labels":[],"label_agreement":null},{"id":"W4415216379","doi":"10.1016/j.compstruc.2025.107983","title":"Physics-based and locally updated nonlinear damping model for cracked reinforced concrete beams","year":2025,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Seismic Performance and Analysis","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":"Centre National de la Recherche Scientifique; Conseil Régional, Île-de-France","keywords":"Nonlinear system; Dissipative system; Dissipation; Damping matrix; Cracking; Computation; Finite element method; Structural system; Viscous damping","score_opus":0.00743544406132995,"score_gpt":0.22731977761984523,"score_spread":0.21988433355851528,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415216379","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":[0.22409734,0.00010650837,0.7752026,0.000059550814,0.00015801757,0.00012004632,0.000019799023,0.0001797275,0.000056406298],"genre_scores_gemma":[0.9466727,0.000019521334,0.051608067,0.0012698668,0.00012853363,0.000006741218,0.0002061211,0.000021671505,0.00006677708],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993199,0.0000048346665,0.00019708241,0.00018539219,0.000074227355,0.00021852272],"domain_scores_gemma":[0.9996332,0.00004198009,0.00003046002,0.00019738945,0.000050418563,0.000046543842],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003869535,0.0001788328,0.00024380427,0.00008962741,0.0001014563,0.000066331115,0.00015847829,0.00007026674,0.0000027663757],"category_scores_gemma":[0.0000052045466,0.00017097185,0.0001030167,0.00017044834,0.0000508358,0.00010335813,0.000032961223,0.000105578416,7.035736e-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":[0.000015850519,2.2390148e-7,0.000025728654,0.00009185799,0.00012309315,4.536007e-7,0.00009256916,0.9860946,0.0021032542,0.00040523495,0.0013474894,0.009699672],"study_design_scores_gemma":[0.0006927107,0.000012297762,0.000069085574,0.000048783033,0.000066286135,4.546387e-7,0.000014400351,0.99205434,0.005592722,0.000566198,0.00070243055,0.0001802844],"about_ca_topic_score_codex":0.0000061309543,"about_ca_topic_score_gemma":6.0630794e-7,"teacher_disagreement_score":0.72359455,"about_ca_system_score_codex":0.000028096103,"about_ca_system_score_gemma":0.00003601629,"threshold_uncertainty_score":0.697203},"labels":[],"label_agreement":null}]}