{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":412,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":412,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"query_hash":"93115c2758ab","filters":{"topic":"Structural Analysis and Optimization"}},"results":[{"id":"W38332691","doi":"10.1007/978-1-4419-1047-9_13","title":"Stability of Elastic Systems","year":2009,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":173,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Condor Petroleum (Canada); Riverview Hospital","funders":"","keywords":"Phenomenon; Stability (learning theory); Structural stability; Arch; Structural engineering; Computer science; Mathematics; Engineering; Epistemology; Philosophy","retraction":null,"screen_n_in":null,"score":{"opus":0.01060424938471622,"gpt":0.172743105500838,"spread":0.1621388561161218,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00002370634,0.0001156585,0.0002499158,0.00004501455,0.000006666327,0.000007677902,0.0000487373,0.0001118273,0.0009232408],"category_scores_gemma":[0.000002985834,0.00008990535,0.00007904592,0.00001411188,0.00001040505,0.00002019961,0.00000485413,0.00006519517,0.00001435375],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003250906,"about_ca_system_score_gemma":0.00000371637,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007324254,"about_ca_topic_score_gemma":0.000005897516,"domain_scores_codex":[0.9995326,0.000001659591,0.0002308494,0.00008246297,0.00009907591,0.00005329188],"domain_scores_gemma":[0.9997333,0.00001456263,0.00003814917,0.00014356,0.00004882,0.00002166755],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000004700143,0.00000357709,0.00002739203,0.0006284001,0.0003272758,0.000002063704,0.0000368683,0.8021001,0.0003115569,0.1813786,0.001266609,0.0139129],"study_design_scores_gemma":[0.0002547783,0.00009026233,0.0004548724,0.0003633758,0.0005521023,0.000006738047,0.00002021116,0.9548876,0.0008656203,0.007609202,0.03389573,0.0009994701],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.0001805081,0.0007880459,0.006619697,0.000002460042,0.0001765413,0.00008635293,0.00001290187,0.0001044119,0.9920291],"genre_scores_gemma":[0.717757,0.0004252495,0.000862333,0.000006876498,0.0001908378,0.000001771577,0.00009825814,0.00004983445,0.2806078],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.7175765,"threshold_uncertainty_score":0.99999,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2032954254","doi":"10.1016/j.jcsr.2003.08.004","title":"Experimental and theoretical behaviour of composite walling under in-plane shear","year":2003,"lang":"en","type":"article","venue":"Journal of Constructional Steel Research","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":139,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Composite number; Stiffness; Shear (geology); Shear wall; Deflection (physics); Materials science; Composite construction; Engineering; Geotechnical engineering; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.02298273661347694,"gpt":0.3074455082013242,"spread":0.2844627715878472,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004600736,0.00005996322,0.0001653884,0.0002542159,0.0000431662,0.00002373513,0.00005754466,0.00004788923,0.000337935],"category_scores_gemma":[0.00002971861,0.00004897504,0.00004274621,0.000196147,0.0002351687,0.0001236643,0.00001159426,0.0002889823,7.000456e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006691096,"about_ca_system_score_gemma":0.0000333876,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004407711,"about_ca_topic_score_gemma":4.97199e-7,"domain_scores_codex":[0.9989582,0.00008746624,0.0003206375,0.00006066306,0.0004406911,0.0001323502],"domain_scores_gemma":[0.9995341,0.0001302348,0.00004090423,0.00004123881,0.0001846435,0.00006887115],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001878591,0.00009558838,0.07732388,0.00005401819,0.0001934461,0.00004206084,0.000309518,0.1096123,0.2577322,0.5527537,0.00005372819,0.00164181],"study_design_scores_gemma":[0.005500399,0.0007536506,0.344268,0.0004423117,0.0001018086,0.004921572,0.007289402,0.05506055,0.5376354,0.04310244,0.000283941,0.0006404917],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9972461,0.00075644,0.0008892037,0.00003477655,0.00009649924,0.00003650289,0.000001797128,0.000002685711,0.0009359532],"genre_scores_gemma":[0.9955536,0.00008577733,0.004306141,0.000003349313,0.00003490503,5.885196e-7,0.000001023726,0.000006335455,0.000008288312],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5096512,"threshold_uncertainty_score":0.3700152,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2099907721","doi":"10.1109/sfcs.2000.892131","title":"Straightening polygonal arcs and convexifying polygonal cycles","year":2002,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":137,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Linkage (software); Disjoint sets; Piecewise; Combinatorics; Conjecture; Arc (geometry); Mathematics; Regular polygon; Planar; Differentiable function; Polygonal chain; Geometry; Computer science; Pure mathematics; Mathematical analysis; Computer graphics (images)","retraction":null,"screen_n_in":null,"score":{"opus":0.01248634133744488,"gpt":0.1694795663419721,"spread":0.1569932250045272,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00002077063,0.00009230869,0.00009788445,0.00005708332,0.00006199619,0.00004706728,0.00003982735,0.0000374654,0.002000787],"category_scores_gemma":[0.000003931203,0.00007540719,0.00003180166,0.00009056221,0.00002191716,0.0001168767,0.00001200913,0.00006504137,0.00001491186],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00000979953,"about_ca_system_score_gemma":8.645285e-7,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009360476,"about_ca_topic_score_gemma":0.000005529349,"domain_scores_codex":[0.9995443,0.000004696283,0.0001209746,0.00009922172,0.00009221037,0.0001386621],"domain_scores_gemma":[0.9998482,0.00001861489,0.00001123416,0.00005278243,0.00001212516,0.0000570238],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001823428,0.00004575203,0.05115306,0.0002272508,0.000839797,0.00004533932,0.002633543,0.3764911,0.0681932,0.038006,0.007958332,0.4543884],"study_design_scores_gemma":[0.0001606197,0.000007154084,0.01201249,0.00000809223,0.00001882612,0.0000200862,0.00007097648,0.9853228,0.001662875,0.0002346721,0.0003186275,0.0001628224],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9413276,0.002150348,0.0262487,0.0002647859,0.0001667912,0.000064483,0.000006871798,0.0003954348,0.02937498],"genre_scores_gemma":[0.991099,0.0001475235,0.00821357,0.00005986413,0.00007826252,0.000001221694,0.000005496883,0.00001105306,0.0003840232],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6088316,"threshold_uncertainty_score":0.9989115,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2081066029","doi":"10.1016/j.mechmachtheory.2005.10.014","title":"Kinematic, static and dynamic analysis of a planar 2-DOF tensegrity mechanism","year":2005,"lang":"en","type":"article","venue":"Mechanism and Machine Theory","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Tensegrity; Statics; Kinematics; Workspace; Mechanism (biology); Planar; Stiffness; Actuator; Static analysis; Computer science; Inverse kinematics; Control theory (sociology); Cartesian coordinate system; Quadrilateral; Screw theory; Topology (electrical circuits); Structural engineering; Engineering; Mathematics; Classical mechanics; Physics; Geometry; Control (management); Robot; Finite element method; Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.003967144062837423,"gpt":0.1926898582082174,"spread":0.1887227141453799,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002724186,0.0001564597,0.000379842,0.0002818464,0.00005244424,0.00001793565,0.00006366314,0.00005298453,0.0001793562],"category_scores_gemma":[0.0000172909,0.0001225062,0.00006960384,0.0002781475,0.00002465278,0.00008172738,0.00002364355,0.00007994632,0.000001436214],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001460759,"about_ca_system_score_gemma":0.00000285784,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002280733,"about_ca_topic_score_gemma":0.0001150436,"domain_scores_codex":[0.9992964,0.00004831053,0.0002500468,0.0001549312,0.0001138841,0.0001363793],"domain_scores_gemma":[0.9996349,0.00006680307,0.00005603748,0.0001544174,0.00002365114,0.00006415859],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005523161,0.00004337542,0.00007936559,0.0003447239,0.002502898,0.000007492374,0.001928697,0.04027754,0.04598824,0.8795275,0.00001410457,0.02923082],"study_design_scores_gemma":[0.0002320893,0.00002746855,0.000636041,0.00001065613,0.001163397,0.00000660781,0.000131458,0.8404668,0.002380824,0.1547968,0.000005700399,0.0001421562],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5225679,0.0006231575,0.476249,0.00006332915,0.00003437738,0.0001075933,0.00007749905,0.00008156936,0.0001956228],"genre_scores_gemma":[0.9869415,0.0004461064,0.01238897,0.00005625964,0.0000104747,0.000004724825,0.00005936057,0.00001513452,0.00007753834],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8001893,"threshold_uncertainty_score":0.499566,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2153416727","doi":"10.14359/12485","title":"Confinement Model for Axially Loaded Short Rectangular Columns Strengthened with Fiber-Reinforced Polymer Wrapping","year":2003,"lang":"en","type":"article","venue":"ACI Structural Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geography; Sierra leone; Ancient history; Environmental protection; Ethnology; History","retraction":null,"screen_n_in":null,"score":{"opus":0.01095014990038579,"gpt":0.2107860671841681,"spread":0.1998359172837824,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009659117,0.000276888,0.0003129687,0.0001194433,0.0002833882,0.000167445,0.0001631605,0.00009221373,0.0005369642],"category_scores_gemma":[0.00002190667,0.0002068463,0.0001603325,0.0001953572,0.0000333166,0.0002488516,0.000009753302,0.0002150706,0.000001639312],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001004326,"about_ca_system_score_gemma":0.00005374519,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006066869,"about_ca_topic_score_gemma":0.00001585243,"domain_scores_codex":[0.9986531,0.00002211639,0.0004406618,0.0001813,0.0002935541,0.0004092248],"domain_scores_gemma":[0.9993866,0.00002616335,0.00009362238,0.000163476,0.0001680369,0.0001620654],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005546219,0.000001164642,0.00006062187,0.00001747552,0.0003289282,0.000004856453,0.0002476764,0.9635303,0.02706474,0.0007095118,0.0002382921,0.007740994],"study_design_scores_gemma":[0.001038201,0.00008612635,0.0001564861,0.00003249279,0.0001716315,0.0001902519,0.0001360189,0.9487901,0.04856184,0.0001884048,0.0002443714,0.0004040448],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.822839,0.0003147706,0.1751233,0.0000615094,0.0002823845,0.0003267787,0.00002152449,0.0001102815,0.0009205157],"genre_scores_gemma":[0.9799063,0.00002818329,0.01872434,0.00006324349,0.0001385875,0.00001223661,0.00003714146,0.00004046611,0.001049453],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1570674,"threshold_uncertainty_score":0.8434948,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2953304270","doi":"10.1016/j.comgeo.2004.07.003","title":"Planar minimally rigid graphs and pseudo-triangulations","year":2004,"lang":"en","type":"article","venue":"Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":94,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; Deutsche Forschungsgemeinschaft; Ministerio de Ciencia y Tecnología; McGill University; National Institutes of Health; National Science Foundation","keywords":"Planar graph; Embedding; Combinatorics; Mathematical proof; Planar; Generalization; Rigidity (electromagnetism); Mathematics; Statement (logic); Plane (geometry); Book embedding; Discrete mathematics; Computer science; Graph; Chordal graph; 1-planar graph; Geometry; Physics; Artificial intelligence; Computer graphics (images); Mathematical analysis","retraction":null,"screen_n_in":null,"score":{"opus":0.006361768937535068,"gpt":0.2021205744744413,"spread":0.1957588055369062,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00002939479,0.00008342158,0.00009294858,0.0002147572,0.00007509191,0.00003727676,0.00004497236,0.00003753255,0.00004992202],"category_scores_gemma":[0.00001011176,0.00008080173,0.00003776587,0.0004434531,0.00002469192,0.00009826001,0.000007452546,0.00005118479,0.00001716112],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002633462,"about_ca_system_score_gemma":0.00001022765,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006208399,"about_ca_topic_score_gemma":0.000003639032,"domain_scores_codex":[0.9995278,0.000004371132,0.0001449112,0.0001067914,0.0001233797,0.00009278332],"domain_scores_gemma":[0.9997906,0.00004184291,0.00002025752,0.00005098788,0.00004502435,0.00005128968],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000001623702,0.000004286586,0.001123367,0.000008600807,0.00003651688,0.000001577557,0.00004731343,0.9827936,0.00007751291,0.01436754,0.0001377605,0.001400263],"study_design_scores_gemma":[0.000846625,0.00002712541,0.3290935,0.00001901148,0.00004906376,0.00004966636,0.00005057652,0.4488224,0.0000994719,0.2204926,0.000149211,0.0003007702],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9140737,0.0003020968,0.08457652,0.0001384204,0.0001051235,0.00005501263,0.0000180362,0.0001405715,0.0005905121],"genre_scores_gemma":[0.9589441,0.00001682017,0.04079332,0.00004506902,0.00003497543,0.000002457502,0.0001315887,0.000009393765,0.00002231986],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5339713,"threshold_uncertainty_score":0.3294999,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2063301362","doi":"10.1103/physreve.74.036115","title":"Experimental investigation of the scaling of columnar joints","year":2006,"lang":"en","type":"article","venue":"Physical Review E","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":93,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Scaling; Materials science; Geometry; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.01042592386438351,"gpt":0.2371146692697817,"spread":0.2266887454053982,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00002376564,0.00003946597,0.000136332,0.000005972666,0.00001039656,0.000001791821,0.0000461618,0.000006175072,0.00001627678],"category_scores_gemma":[0.000008158601,0.00002545206,0.00008260198,0.0001536783,0.00002443984,0.00002979002,0.000009395522,0.00002260091,0.000001545211],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000009539604,"about_ca_system_score_gemma":0.000002164679,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001787676,"about_ca_topic_score_gemma":6.68796e-7,"domain_scores_codex":[0.9996813,0.00001316142,0.0001424555,0.00003789486,0.00008959769,0.00003560957],"domain_scores_gemma":[0.999841,0.000009720789,0.00004467628,0.00007617714,0.00001986772,0.000008608596],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000001132734,0.00002962618,0.00197578,0.001384167,0.00003384512,7.617782e-8,0.0001132086,0.05529244,0.9322657,0.004927429,0.001087007,0.002889608],"study_design_scores_gemma":[0.00006835593,0.000007324202,0.0159127,0.0007136344,0.00006085677,2.709712e-7,0.000005597158,0.08071885,0.9009265,0.001418695,0.00009893375,0.00006825038],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9936079,0.005646281,0.0001128233,0.00002734064,0.00002674799,0.00007912304,0.000001539727,0.000009913631,0.0004883735],"genre_scores_gemma":[0.9995566,0.0001827442,0.0001893441,0.00001999554,0.00003570782,0.000003242516,0.000003915896,0.000003809101,0.000004615781],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03133915,"threshold_uncertainty_score":0.1037905,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2016069320","doi":"10.1007/s00454-009-9220-0","title":"Global Rigidity: The Effect of Coning","year":2009,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; National Science Foundation","keywords":"Mathematics; Rigidity (electromagnetism); Corollary; Infinitesimal; Combinatorics; Euclidean space; Euclidean geometry; Graph; Discrete mathematics; Geometry; Mathematical analysis","retraction":null,"screen_n_in":null,"score":{"opus":0.003043644546144334,"gpt":0.2229412836714452,"spread":0.2198976391253009,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008758011,0.00009210501,0.0001400816,0.00004734336,0.00005552747,0.00002586386,0.00009852085,0.00002864282,0.00005216519],"category_scores_gemma":[0.00002553101,0.00005233839,0.00008644102,0.0005181542,0.0000254081,0.00006640532,0.000009887186,0.00004864678,0.000005796762],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002692834,"about_ca_system_score_gemma":0.000004390539,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005823239,"about_ca_topic_score_gemma":7.192305e-7,"domain_scores_codex":[0.9994401,0.00002328715,0.0001603771,0.00008361468,0.0001938756,0.0000987447],"domain_scores_gemma":[0.9997213,0.0001041263,0.0000369893,0.00007598934,0.00003575262,0.00002584837],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000005566846,9.882779e-7,0.00649706,0.000007758083,0.00003820055,4.906894e-7,0.00001305387,0.9816267,0.00001971293,0.001242132,0.0001781902,0.0103701],"study_design_scores_gemma":[0.0002202577,0.00007213943,0.2512627,0.00001157137,0.00004053956,0.000004699931,0.000009767457,0.745208,0.0002395547,0.002740275,0.00009925315,0.0000912078],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9103726,0.0002886143,0.08663784,0.0001209712,0.0001270523,0.00008258972,0.00002298404,0.00007517957,0.002272194],"genre_scores_gemma":[0.9987,0.000004351786,0.001100555,0.00004293497,0.00005538686,0.000001223557,0.00008202359,0.000003826299,0.000009685498],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2447656,"threshold_uncertainty_score":0.2134298,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2962701985","doi":"10.1016/j.ijsolstr.2008.09.023","title":"When is a symmetric pin-jointed framework isostatic?","year":2008,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"","keywords":"Symmetry (geometry); Point group; Point (geometry); Group (periodic table); Representation (politics); Symmetry operation; Symmetry group; Group representation; Hot isostatic pressing; Mathematics; Geometry; Physics; Materials science; Composite material; Law; Quantum mechanics","retraction":null,"screen_n_in":null,"score":{"opus":0.01004213331314074,"gpt":0.2372260336209472,"spread":0.2271839003078064,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004164059,0.0001112982,0.000186229,0.0002980068,0.00004776186,0.00005818918,0.0001782609,0.00006206795,0.000322213],"category_scores_gemma":[0.00007058178,0.00008273732,0.00009777385,0.0001227817,0.00004209501,0.0001670561,0.00002046626,0.0001854794,0.000001590525],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003563745,"about_ca_system_score_gemma":0.0000134652,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001174827,"about_ca_topic_score_gemma":0.000001123584,"domain_scores_codex":[0.999143,0.00001029892,0.0003399357,0.00007255093,0.0003363328,0.00009786013],"domain_scores_gemma":[0.999447,0.00005070029,0.0001164982,0.00005612986,0.0002601778,0.00006943149],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0007659917,0.0001763688,0.1219356,0.0002708187,0.01186068,0.001731706,0.04644894,0.2433218,0.01120514,0.08623057,0.1269356,0.3491169],"study_design_scores_gemma":[0.002709102,0.0003575157,0.3424079,0.0003560467,0.000275384,0.005668668,0.0007256375,0.1755744,0.01275684,0.4436277,0.01449163,0.001049196],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9678134,0.001450584,0.02847992,0.0006348435,0.0009858159,0.00003366645,0.00001422509,0.0000226829,0.0005649124],"genre_scores_gemma":[0.9823415,0.001225765,0.01565583,0.0003271745,0.0004034966,3.7847e-7,0.000003378731,0.00001108959,0.00003144705],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3573971,"threshold_uncertainty_score":0.3528006,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2068564171","doi":"10.1007/s00454-003-0006-7","title":"Blowing Up Polygonal Linkages","year":2003,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Deutsche Forschungsgemeinschaft; McGill University","keywords":"Mathematics; Combinatorics; Disjoint sets; Conjecture; Linkage (software); Regular polygon; Arc (geometry); Piecewise; Differentiable function; Polygonal chain; Plane (geometry); Planar; Symmetry (geometry); Geometry; Pure mathematics; Mathematical analysis; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.006604200726812044,"gpt":0.2141234034690905,"spread":0.2075192027422784,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007505699,0.0001344222,0.0001394011,0.0001807049,0.00009345117,0.0000606377,0.00007931846,0.00005157357,0.0005622067],"category_scores_gemma":[0.00003665178,0.000125154,0.0001017813,0.0005230965,0.00002121131,0.0001381863,0.00001139193,0.0001060781,0.00005432443],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003307069,"about_ca_system_score_gemma":0.00001316379,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002896428,"about_ca_topic_score_gemma":5.117749e-7,"domain_scores_codex":[0.9991981,0.00001971816,0.0002057415,0.0001538122,0.0002440179,0.0001785452],"domain_scores_gemma":[0.9996973,0.00007009282,0.00002553894,0.00008219753,0.00005706152,0.00006783893],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[8.278013e-7,0.000002793008,0.003061815,0.00001045407,0.00006587524,0.000001693038,0.00004653535,0.990397,0.000104076,0.004502418,0.0003024183,0.001504089],"study_design_scores_gemma":[0.000442835,0.00001707358,0.07126084,0.0000206124,0.00005137405,0.00002040258,0.0001254948,0.9169537,0.0008108798,0.007327325,0.00254939,0.0004200995],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7508706,0.0008355101,0.2407881,0.0000635899,0.0006832525,0.00007650953,0.0000230458,0.000243397,0.006415972],"genre_scores_gemma":[0.9876841,0.00001451338,0.01171044,0.00008374045,0.00008453477,0.000003498694,0.0001618294,0.00001966304,0.0002376852],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2368135,"threshold_uncertainty_score":0.6155769,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2792799149","doi":"10.1177/0731684417752872","title":"Wrinkle formation during steering in automated fiber placement: Modeling and experimental verification","year":2018,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Materials science; Orthotropic material; Buckling; Aerospace; Composite material; Structural engineering; Stiffness; Composite number; Finite element method; Engineering; Aerospace engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.005703806329432363,"gpt":0.2009126698253314,"spread":0.195208863495899,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004065348,0.00006759023,0.0001030638,0.0001222797,0.00005368634,0.00004411816,0.00002793926,0.00002849773,0.00001024281],"category_scores_gemma":[0.000005254232,0.00005929421,0.0000144904,0.00007056737,0.00001050348,0.0002773118,0.00001300626,0.00005461871,6.737511e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003245917,"about_ca_system_score_gemma":0.000002356401,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000199878,"about_ca_topic_score_gemma":0.000001080526,"domain_scores_codex":[0.9995424,0.000004392249,0.0002626521,0.00003844009,0.000080076,0.00007211215],"domain_scores_gemma":[0.9998114,0.00001409186,0.00006454508,0.00002828659,0.00004868889,0.0000330253],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002762383,0.000001087392,0.0001221981,0.00002183144,0.00001324525,7.69308e-7,0.0002831755,0.9084059,0.09101646,0.00002885149,0.000003180799,0.00007566945],"study_design_scores_gemma":[0.0003892724,0.00005347795,0.0008390748,0.00006437842,0.00001163437,0.00002424686,0.0001497971,0.9341756,0.06422058,0.000003308349,0.000005865568,0.0000628063],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9850041,0.0001960825,0.01460618,0.000003245336,0.00004904359,0.00003050765,6.737728e-7,0.00002489175,0.00008526125],"genre_scores_gemma":[0.9969447,0.00008496994,0.002907657,0.000002316422,0.00004287725,5.743284e-7,0.000003783259,0.000005526381,0.000007541815],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02679589,"threshold_uncertainty_score":0.2417948,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3042988211","doi":"10.1016/j.ijsolstr.2020.06.042","title":"Nonlinear elastic buckling of ultra-thin coilable booms","year":2020,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; California Institute of Technology","keywords":"Buckling; Boom; Structural engineering; Materials science; Deformation (meteorology); Moment (physics); Bending moment; Nonlinear system; Mechanics; Composite material; Engineering; Physics; Classical mechanics","retraction":null,"screen_n_in":null,"score":{"opus":0.008317510273129398,"gpt":0.2252985441451426,"spread":0.2169810338720132,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003908408,0.00008040688,0.0001764813,0.00007209071,0.0000176397,0.00003862492,0.000122424,0.00003784653,0.0001030498],"category_scores_gemma":[0.00005654345,0.00006056326,0.00007180113,0.0000633236,0.00002726632,0.000122038,0.00001117156,0.0001237665,4.548806e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001232188,"about_ca_system_score_gemma":0.000009243375,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005044502,"about_ca_topic_score_gemma":9.17908e-7,"domain_scores_codex":[0.9992958,0.000007170459,0.000338588,0.00005525795,0.0002380288,0.00006513727],"domain_scores_gemma":[0.9995772,0.00002988944,0.0001272887,0.0000277597,0.0001739047,0.00006399931],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008906929,0.000006870497,0.002405047,0.00005533756,0.000540395,0.00003452329,0.0009160556,0.933718,0.0546471,0.001248575,0.000541864,0.005797208],"study_design_scores_gemma":[0.001657705,0.0002725601,0.01304099,0.0001436211,0.000189721,0.0003510587,0.0004613703,0.8820461,0.09347226,0.004894006,0.003105409,0.00036518],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9829706,0.0008642196,0.01478156,0.0004091517,0.0005250029,0.00002367366,0.00002241009,0.00001405607,0.0003893134],"genre_scores_gemma":[0.9936522,0.0003642758,0.005410467,0.0001131942,0.0004414863,1.134976e-7,0.000004742024,0.000008026638,0.000005529239],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05167184,"threshold_uncertainty_score":0.2469698,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2032935900","doi":"10.1139/l03-087","title":"Performance of double skin-profiled composite shear walls — experiments and design equations","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Structural engineering; Stiffness; Finite element method; Composite number; Deflection (physics); Shear (geology); Infill; Composite construction; Buckling; Shear wall; Engineering; Materials science; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01268310017471492,"gpt":0.1938857969621523,"spread":0.1812026967874374,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007795643,0.0000934044,0.000168862,0.0002459569,0.00003916842,0.0000256769,0.00007974581,0.00003630065,0.00005377897],"category_scores_gemma":[0.000008811227,0.00009076643,0.00004174229,0.0001720756,0.00001343423,0.0001931991,0.000003433749,0.00008991933,9.340712e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001101806,"about_ca_system_score_gemma":0.00006842294,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001795829,"about_ca_topic_score_gemma":0.0007003229,"domain_scores_codex":[0.999452,0.000003548519,0.0002565268,0.00004760527,0.00008917693,0.000151145],"domain_scores_gemma":[0.9996064,0.00001417897,0.00004865108,0.00006307503,0.00006899908,0.0001987392],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000003333908,0.000001106432,0.0002553117,0.0000258014,0.00004810095,0.000003838766,0.0003017985,0.9907153,0.008383356,0.00009427151,0.00001312975,0.0001546246],"study_design_scores_gemma":[0.001185256,0.00008938124,0.007375616,0.0002523794,0.00006542788,0.00005690387,0.00004759923,0.9269437,0.06362562,0.00003090659,0.00009209457,0.00023509],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8559052,0.001127597,0.1423457,0.00002505284,0.0002315998,0.00007595813,0.000002843627,0.00001462749,0.000271385],"genre_scores_gemma":[0.9929311,0.00005898899,0.006936232,0.000004462837,0.0000443732,0.000001378488,0.000001902494,0.00001553205,0.000006086398],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1370258,"threshold_uncertainty_score":0.3701347,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2135370678","doi":"10.14359/12344","title":"Seismic Behavior of Nonseismically Detailed Interior Beam-Wide Column Joints—Part I: Experimental Results and Observed Behavior","year":2002,"lang":"en","type":"article","venue":"ACI Structural Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Structural engineering; Materials science; Column (typography); Beam (structure); Earthquake resistant structures; Geotechnical engineering; Geology; Composite material; Engineering; Seismic analysis","retraction":null,"screen_n_in":null,"score":{"opus":0.02416407931803351,"gpt":0.2261469306370786,"spread":0.2019828513190451,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008372874,0.0002856307,0.0004285181,0.0001376201,0.0001752844,0.0001396867,0.0002225922,0.0001235506,0.0007667077],"category_scores_gemma":[0.00004463733,0.0002379662,0.0001864641,0.0001762117,0.0001087613,0.0003722018,0.0000629225,0.0003422977,0.000006468648],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001025458,"about_ca_system_score_gemma":0.00000878976,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002101461,"about_ca_topic_score_gemma":0.00001334203,"domain_scores_codex":[0.9982741,0.00004359301,0.0008349529,0.0002275577,0.0002945904,0.0003251632],"domain_scores_gemma":[0.9992107,0.0000360805,0.0002234804,0.0001997784,0.0001197124,0.000210238],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0003593781,0.00008900199,0.08165516,0.00007860676,0.0005751811,0.0002635326,0.002876648,0.02882637,0.8457187,0.00001339253,0.004945925,0.0345981],"study_design_scores_gemma":[0.005604171,0.0005921629,0.5122259,0.0001969747,0.0008363847,0.002909622,0.0008991691,0.2112816,0.2635778,0.00005506067,0.0005299285,0.00129122],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982581,0.0006199917,0.0001215867,0.00007055709,0.0005621886,0.0001944583,0.00005148871,0.00006144881,0.00006024173],"genre_scores_gemma":[0.9973867,0.0001455945,0.00204699,0.0000518132,0.000146226,0.00001373366,0.00002469377,0.00003422212,0.0001500164],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5821409,"threshold_uncertainty_score":0.9703979,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2270090518","doi":"10.1089/soro.2015.0012","title":"Goal-Directed CPG-Based Control for Tensegrity Spines with Many Degrees of Freedom Traversing Irregular Terrain","year":2015,"lang":"en","type":"article","venue":"Soft Robotics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"National Aeronautics and Space Administration","keywords":"Tensegrity; Central pattern generator; Traverse; Computer science; Robot; Terrain; Controller (irrigation); Process (computing); Control engineering; Artificial intelligence; Engineering; Biology","retraction":null,"screen_n_in":null,"score":{"opus":0.01305178200769309,"gpt":0.2058039288749196,"spread":0.1927521468672266,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008194403,0.0001383789,0.0002628799,0.00007123052,0.00003542823,0.00002343465,0.00009513547,0.00007336468,0.000004035145],"category_scores_gemma":[0.00006842596,0.0001078373,0.00007344304,0.0001795766,0.00004252006,0.00007833901,0.000004085499,0.00005632352,5.114269e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004133336,"about_ca_system_score_gemma":0.00002809556,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003499321,"about_ca_topic_score_gemma":0.00006896817,"domain_scores_codex":[0.9993712,0.00001449131,0.0001897084,0.0001180431,0.0001432641,0.0001632957],"domain_scores_gemma":[0.9994313,0.00004584096,0.00005691248,0.0001585387,0.000235789,0.00007158138],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003310674,0.000009857543,0.001490914,0.00005337683,0.00007977503,0.000001142233,0.00007162807,0.9966616,0.0006529914,0.0002221285,0.0002779368,0.0004455205],"study_design_scores_gemma":[0.001415341,0.00008105677,0.005221224,0.00003478268,0.0001412312,0.000001997418,0.00005351684,0.992149,0.0006179953,0.00008541919,0.00004849634,0.0001499567],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01422128,0.000145455,0.9849147,0.0001437736,0.0001228019,0.0001918931,0.00001980501,0.0001906763,0.00004965881],"genre_scores_gemma":[0.8082446,0.000002007648,0.1915976,0.00001396653,0.00005676653,0.000006057671,0.00003522195,0.00001917703,0.00002461973],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.7940233,"threshold_uncertainty_score":0.4397478,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2043753795","doi":"10.1007/s00454-010-9317-5","title":"The Orbit Rigidity Matrix of a Symmetric Framework","year":2010,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; Deutsche Forschungsgemeinschaft","keywords":"Infinitesimal; Rigidity (electromagnetism); Mathematics; Pure mathematics; Symmetry (geometry); Matrix (chemical analysis); Matrix representation; Orbit (dynamics); Geometry; Mathematical analysis; Physics; Group (periodic table)","retraction":null,"screen_n_in":null,"score":{"opus":0.004093069760041351,"gpt":0.2367121928877307,"spread":0.2326191231276893,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000128435,0.0001034342,0.0001357093,0.0001798779,0.0001226345,0.00005318288,0.000179218,0.00007418753,0.0001516573],"category_scores_gemma":[0.0001550058,0.00007168674,0.0001028532,0.001214331,0.00005789802,0.00007709695,0.00002854946,0.0002423235,0.00002104436],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001358726,"about_ca_system_score_gemma":0.00001240757,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001153767,"about_ca_topic_score_gemma":0.000004993641,"domain_scores_codex":[0.9992033,0.00001280382,0.0002501113,0.000109882,0.0002840259,0.0001398317],"domain_scores_gemma":[0.9991964,0.0004239896,0.00006391949,0.0001517359,0.0001164457,0.00004757769],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000004951236,0.000005756003,0.003780352,0.00002082648,0.00008600108,5.984633e-7,0.00003297897,0.9072632,0.000175475,0.08199622,0.0002998488,0.006333857],"study_design_scores_gemma":[0.0001158299,0.00001353016,0.1095288,0.00001005088,0.00003416671,0.000004839636,0.00003039897,0.845619,0.0002693105,0.04314522,0.001072583,0.0001562148],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8708957,0.0004151893,0.1264312,0.0001151952,0.0006380109,0.00008670511,0.00003163422,0.00009076666,0.001295595],"genre_scores_gemma":[0.97949,0.00002747778,0.0202305,0.00001502776,0.0001244298,0.00000374556,0.00005417399,0.00001263848,0.00004201708],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1085942,"threshold_uncertainty_score":0.2923301,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1973866695","doi":"10.1016/j.ejc.2009.11.019","title":"Combinatorial characterization of the Assur graphs from engineering","year":2009,"lang":"en","type":"article","venue":"European Journal of Combinatorics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"","keywords":"Terminology; Mathematics; Rigidity (electromagnetism); Characterization (materials science); Combinatorics; Graph theory; Kinematics; Discrete mathematics; Linguistics; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.003883127762864689,"gpt":0.1538509751646961,"spread":0.1499678474018314,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000202125,0.0001052448,0.0001972273,0.00008728238,0.00003090333,0.00002839338,0.0002654148,0.00002281457,0.00001219784],"category_scores_gemma":[0.00004794601,0.00007628504,0.0001375657,0.0003771503,0.000009237593,0.0001468111,0.00001403629,0.0001834609,0.000001376108],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002892278,"about_ca_system_score_gemma":0.000007612802,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":3.509764e-7,"about_ca_topic_score_gemma":2.399253e-8,"domain_scores_codex":[0.9991023,0.00007269909,0.0004379023,0.0000505274,0.0002465333,0.00009002124],"domain_scores_gemma":[0.9993961,0.00002183702,0.0002393545,0.0001366848,0.0001595346,0.00004650324],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00007823356,0.0002293299,0.009096533,0.00006755756,0.0006090715,0.00007203361,0.001236424,0.2448174,0.6345121,0.0909405,0.0009101334,0.0174307],"study_design_scores_gemma":[0.002532592,0.0003616471,0.8804268,0.0002417576,0.000280462,0.00002678548,0.00002605341,0.04698636,0.05196798,0.01237676,0.004300328,0.0004724908],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.990401,0.0001271205,0.005950577,0.00005881342,0.002697918,0.00003568529,0.00000393293,0.00002639851,0.0006985376],"genre_scores_gemma":[0.9995999,0.00008825454,0.0001220909,0.00001530979,0.0001468422,5.372506e-8,0.000004686274,0.00001645043,0.000006368924],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8713303,"threshold_uncertainty_score":0.3110813,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2884210315","doi":"10.1115/1.2004-jun-2","title":"Another Approach to Wind","year":2004,"lang":"en","type":"article","venue":"Mechanical Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Nexen (Canada)","funders":"","keywords":"Wind power; Marine engineering; Turbine; Turbine blade; Globe; Engineering; sort; Mechanical engineering; Masonry; Propeller; Blade (archaeology); Horizontal axis; Structural engineering; Computer science; Electrical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.006749272245916899,"gpt":0.1688095258879775,"spread":0.1620602536420606,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003848197,0.0001127409,0.0001244387,0.00006802513,0.00001693834,0.00002323258,0.00009409749,0.00005432313,0.00003156763],"category_scores_gemma":[0.00001538201,0.0001022767,0.00005003742,0.0002702035,0.000001754511,0.00005727433,0.0000170339,0.00008553665,0.00003965841],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000617387,"about_ca_system_score_gemma":0.000002344574,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004270867,"about_ca_topic_score_gemma":5.30287e-7,"domain_scores_codex":[0.9994709,0.000001636324,0.0001224251,0.0001243186,0.0001004216,0.0001802881],"domain_scores_gemma":[0.9997809,0.000005160523,0.000005002602,0.000122823,0.00001115004,0.0000749565],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[6.823042e-7,0.000004093199,6.818802e-7,0.000010375,0.0000157915,6.387722e-7,0.00003162335,0.9755295,0.01839524,0.005432558,0.00002500352,0.0005538076],"study_design_scores_gemma":[0.0002442574,0.0000159658,0.0001706914,0.00001742805,0.00001546201,0.000006622892,0.000009282358,0.9705579,0.02650583,0.0002415546,0.001951056,0.000263923],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04360937,0.00004378364,0.9541629,0.00004381972,0.0001724273,0.00008108474,0.000001361177,0.0003984435,0.001486833],"genre_scores_gemma":[0.9394604,0.000004479023,0.06030121,0.00006554248,0.00009908557,0.000006246967,0.000004107159,0.00003269233,0.00002624859],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.895851,"threshold_uncertainty_score":0.4170722,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1985878353","doi":"10.1016/j.jctb.2013.09.002","title":"Generic global rigidity of body–bar frameworks","year":2013,"lang":"en","type":"article","venue":"Journal of Combinatorial Theory Series B","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; Banff International Research Station for Mathematical Innovation and Discovery; Hungarian Scientific Research Fund","keywords":"Rigidity (electromagnetism); Structural rigidity; Rigid body; Euclidean geometry; Mathematics; Combinatorics; Configuration space; Euclidean space; Pure mathematics; Geometry; Topology (electrical circuits); Physics; Classical mechanics","retraction":null,"screen_n_in":null,"score":{"opus":0.003817975424285533,"gpt":0.1947244432375116,"spread":0.1909064678132261,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000205489,0.0001211367,0.0003261659,0.00004646574,0.00003735607,0.00004212451,0.0001996663,0.0001619699,0.0006407893],"category_scores_gemma":[0.00009676422,0.00008317384,0.0001626336,0.0002259791,0.00005838044,0.0004448377,0.00002258725,0.0002411253,0.000006396912],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006484203,"about_ca_system_score_gemma":0.00001988721,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004957073,"about_ca_topic_score_gemma":2.476373e-7,"domain_scores_codex":[0.9990673,0.00006494566,0.0004585016,0.00005444176,0.0002244247,0.0001303975],"domain_scores_gemma":[0.9992189,0.00005002251,0.0002207993,0.0001291053,0.0003023591,0.00007880233],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0005206068,0.000131735,0.004272731,0.0001417667,0.001202729,0.00001940379,0.0004315326,0.1686859,0.007695423,0.7907296,0.01115014,0.01501846],"study_design_scores_gemma":[0.0008127346,0.0002904879,0.006253498,0.00005089463,0.0001375635,0.00005261304,0.0001803733,0.004001304,0.00820702,0.9765258,0.0032436,0.0002440464],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9807467,0.0005173394,0.009481283,0.00007987886,0.006999302,0.00007630117,0.000004809378,0.00003459537,0.002059822],"genre_scores_gemma":[0.9976888,0.0001239059,0.001552207,0.00002182066,0.0005743387,0.000001044376,0.00000129606,0.00001032434,0.00002622362],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1857963,"threshold_uncertainty_score":0.7016194,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2075641155","doi":"10.1016/s0024-3795(00)00066-5","title":"Graph rigidity via Euclidean distance matrices","year":2000,"lang":"en","type":"article","venue":"Linear Algebra and its Applications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Mathematics; Combinatorics; Vertex (graph theory); Graph; Realization (probability); Euclidean space; Extreme point; Rigidity (electromagnetism); Regular polygon; Discrete mathematics; Geometry","retraction":null,"screen_n_in":null,"score":{"opus":0.004637523232640285,"gpt":0.200567901217765,"spread":0.1959303779851247,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00002205449,0.0000849211,0.00009030416,0.00003326897,0.0001161605,0.00002704777,0.00007089942,0.00003677562,0.0004542359],"category_scores_gemma":[0.000001418841,0.0000738236,0.00003352766,0.0003024308,0.00001549269,0.00009834393,0.000005644439,0.00005615612,0.0000930455],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000006411059,"about_ca_system_score_gemma":0.000001710698,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006515874,"about_ca_topic_score_gemma":0.000008319766,"domain_scores_codex":[0.9995691,0.000004807781,0.0001357116,0.000129179,0.00006128643,0.00009996095],"domain_scores_gemma":[0.9997699,0.00001574445,0.00001595547,0.0001210951,0.0000220752,0.0000552511],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002357504,0.0001300595,0.002719805,0.0003440914,0.0003487938,0.000002582949,0.0006423876,0.2142572,0.007803645,0.0947324,0.004680331,0.6743152],"study_design_scores_gemma":[0.000303728,0.00001784337,0.007818422,0.00001365163,0.0001246625,0.000009147037,0.00002454691,0.7816298,0.003502687,0.01225452,0.193782,0.0005189687],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7651702,0.00593386,0.2155851,0.0003592877,0.00006790985,0.0005493712,0.00009206143,0.0006868247,0.0115554],"genre_scores_gemma":[0.9951054,0.002288242,0.0018774,0.00004433679,0.0001339886,0.00004562027,0.0000656333,0.00001290937,0.0004264539],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6737962,"threshold_uncertainty_score":0.4973564,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1971078498","doi":"10.1016/j.compstruct.2009.01.005","title":"Static and dynamic characteristics of multi-cell jointed GFRP wind turbine towers","year":2009,"lang":"en","type":"article","venue":"Composite Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Manitoba","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Finite element method; Composite number; Dynamic testing; Glass fiber; Static analysis; Cantilever; Engineering; Materials science; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.004296434138821451,"gpt":0.2046282019508326,"spread":0.2003317678120111,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00001821987,0.0001531314,0.0002469902,0.00009162756,0.00003735422,0.00002999028,0.00007885374,0.00005016986,0.0000432102],"category_scores_gemma":[0.000006835144,0.0001285022,0.00004425032,0.000121378,0.00003341875,0.00006007577,0.00001269698,0.00009228893,6.994836e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000202891,"about_ca_system_score_gemma":0.000003340516,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005625333,"about_ca_topic_score_gemma":0.000001836954,"domain_scores_codex":[0.999399,0.00001177156,0.000242295,0.0001245361,0.00009197368,0.0001304339],"domain_scores_gemma":[0.9996933,0.00001575125,0.00006317636,0.0001287228,0.00004537563,0.00005361553],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006191186,0.0000334527,0.002397273,0.0002769768,0.000173116,0.0000144293,0.001161715,0.156326,0.7390584,0.0001433188,0.0002058779,0.1001475],"study_design_scores_gemma":[0.0005402024,0.00005947705,0.4148709,0.00002541348,0.00008197519,0.00001100302,0.00002833069,0.570156,0.01362478,0.0003237253,0.00005608916,0.0002220564],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9942737,0.0005906797,0.004709082,0.00003648598,0.0001153361,0.00008433176,0.00002809366,0.00006345766,0.00009884193],"genre_scores_gemma":[0.9912164,0.0001354209,0.008444793,0.00005152709,0.00001829468,2.589655e-7,0.00009054507,0.00001208719,0.00003073154],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7254336,"threshold_uncertainty_score":0.5240166,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2060046440","doi":"10.1115/1.2218881","title":"Kinematic, Static, and Dynamic Analysis of a Spatial Three-Degree-of-Freedom Tensegrity Mechanism","year":2005,"lang":"en","type":"article","venue":"Journal of Mechanical Design","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Tensegrity; Statics; Kinematics; Mechanism (biology); Inertia; Computer science; Static analysis; Control theory (sociology); Structural engineering; Engineering; Classical mechanics; Physics; Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.02058116625414859,"gpt":0.2326819978692759,"spread":0.2121008316151273,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006049951,0.0001511496,0.0007695737,0.0003997406,0.00002323965,0.00001649659,0.0001702643,0.0001038864,0.0001947985],"category_scores_gemma":[0.0001562128,0.0001119112,0.0002793317,0.0004669685,0.00002654179,0.0001368822,0.00002483439,0.0001788381,7.880407e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004606898,"about_ca_system_score_gemma":0.00001964081,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003103234,"about_ca_topic_score_gemma":0.0001413551,"domain_scores_codex":[0.9983492,0.00007560832,0.0009287929,0.0001017419,0.0004018623,0.0001428317],"domain_scores_gemma":[0.998847,0.0002146579,0.0004260332,0.0001590232,0.0002474187,0.0001058509],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00007758483,0.00004704818,0.00003657196,0.00006103368,0.001811498,0.000006512434,0.00009058717,0.9225972,0.05579875,0.001370002,0.00002835575,0.01807491],"study_design_scores_gemma":[0.0004582351,0.0001893452,0.001549687,0.00004167619,0.00202115,0.00001494583,0.00002741436,0.9842154,0.007405661,0.003964324,0.000002566765,0.0001095911],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.09405489,0.0002169854,0.9054408,0.00009277984,0.00007662435,0.00008292748,0.000009608326,0.00001200181,0.0000133803],"genre_scores_gemma":[0.7916183,0.0001782463,0.2081376,0.000009084725,0.00003859317,7.734053e-7,0.00000203777,0.00001166468,0.000003593597],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.6975635,"threshold_uncertainty_score":0.4563606,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W29918265","doi":"","title":"Characterizations of arboricity of graphs.","year":2002,"lang":"en","type":"article","venue":"Ars Combinatoria","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Combinatorics; Arboricity; Mathematics; Dense graph; Indifference graph; Pathwidth; Chordal graph; Discrete mathematics; Clique-sum; 1-planar graph; Bounding overwatch; Spanning tree; Trémaux tree; Cograph; Graph; Line graph; Planar graph; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.008007175654805906,"gpt":0.1794947977873769,"spread":0.171487622132571,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00001883638,0.0000517902,0.0001241642,0.00006461272,0.00001421469,0.000003080593,0.00006160451,0.00002929812,0.0001786278],"category_scores_gemma":[0.00001064841,0.00004894472,0.00004616877,0.00034684,0.00001652027,0.00006050247,0.000006889902,0.0000314256,0.000002798732],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000007089855,"about_ca_system_score_gemma":9.465733e-7,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005851648,"about_ca_topic_score_gemma":4.843962e-7,"domain_scores_codex":[0.9996446,0.000006501756,0.0001665935,0.00004761631,0.00007570931,0.00005892721],"domain_scores_gemma":[0.9997661,0.0000121523,0.00004303397,0.0001069301,0.0000530509,0.00001875758],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000004785509,0.0001708584,0.04938291,0.0001996863,0.0003160321,0.000001536871,0.0009209824,0.04157899,0.08511505,0.8148834,0.001531922,0.005893807],"study_design_scores_gemma":[0.001082699,0.0001040216,0.2447855,0.00006038888,0.0001703995,0.000002133512,0.00004409004,0.5303177,0.120759,0.1017352,0.0004717119,0.0004671888],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9975858,0.0001123141,0.0001343724,0.00001183946,0.0003235287,0.00003367563,0.000005494856,0.00003659327,0.001756422],"genre_scores_gemma":[0.9996442,0.0001393588,0.0001720512,0.000003270881,0.000001847836,0.000001561991,0.000008000206,0.000006491553,0.00002317363],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7131482,"threshold_uncertainty_score":0.1995908,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2088080526","doi":"10.1016/j.dam.2006.11.011","title":"On dimensional rigidity of bar-and-joint frameworks","year":2007,"lang":"en","type":"article","venue":"Discrete Applied Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Combinatorics; Mathematics; Semidefinite programming; Rigidity (electromagnetism); Graph; Undirected graph; Discrete mathematics; Mathematical optimization; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.007634329035387115,"gpt":0.2109046898022982,"spread":0.2032703607669111,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000129564,0.0001079192,0.0002014064,0.00005127323,0.00002866721,0.000009411853,0.00004141165,0.0001086092,0.00008887599],"category_scores_gemma":[0.0000183462,0.00008234496,0.00004598448,0.00009021073,0.00003060533,0.00001951584,0.00001988099,0.0001473013,0.000009275916],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001376778,"about_ca_system_score_gemma":0.000001878039,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":9.90245e-7,"about_ca_topic_score_gemma":0.000001002674,"domain_scores_codex":[0.999368,0.000001480941,0.0002646201,0.00008706313,0.0001600484,0.00011882],"domain_scores_gemma":[0.9996458,0.00009315051,0.00005235388,0.0001442129,0.00001836228,0.00004613111],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002126694,0.00004711275,0.00003177274,0.0003910857,0.0001609498,0.000002338653,0.0009419931,0.2155354,0.0220779,0.7550527,0.0005624204,0.00517509],"study_design_scores_gemma":[0.0005330871,0.00004698688,0.002837964,0.0001583513,0.000152965,0.000005685677,0.0003692475,0.688266,0.07673346,0.2302797,0.00008191718,0.0005345921],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6988748,0.00003918757,0.2885158,0.00001726733,0.00006086082,0.0001228581,0.000006364744,0.00008191149,0.01228092],"genre_scores_gemma":[0.9394675,0.00001081953,0.06042835,0.00002825969,0.00002477399,0.000002473201,0.00001202783,0.00001498355,0.00001084289],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5247729,"threshold_uncertainty_score":0.335793,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W203295055","doi":"","title":"Large SAR Membrane Antennas with Lightweight Deployable Booms","year":2005,"lang":"en","type":"article","venue":"elib (German Aerospace Center)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Software deployment; Aerospace engineering; Boom; Satellite; Solar sail; Propulsion; Antenna (radio); Remote sensing; Synthetic aperture radar; Radar; Engineering; Computer science; Electrical engineering; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.003696355389862498,"gpt":0.1927729748661831,"spread":0.1890766194763206,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006000056,0.0002671336,0.0002735065,0.00008620145,0.0001184808,0.00008954563,0.0001761056,0.00007917685,0.0005179671],"category_scores_gemma":[0.000003610498,0.000205325,0.00009307933,0.0002909322,0.00002509825,0.0003645016,0.00003417668,0.0001630569,0.0002353382],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007640086,"about_ca_system_score_gemma":0.000005870263,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000435848,"about_ca_topic_score_gemma":0.0001265278,"domain_scores_codex":[0.9987761,0.00001665276,0.0002279104,0.0002607823,0.0002406412,0.0004779385],"domain_scores_gemma":[0.9994361,0.000009575758,0.00005132722,0.0003138988,0.00004425876,0.0001447806],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0005297463,0.001109417,0.1370383,0.000972605,0.002872653,0.0003481147,0.012367,0.429792,0.1498801,0.006196323,0.2468578,0.01203594],"study_design_scores_gemma":[0.004132129,0.0001254767,0.01216465,0.0002441576,0.0001956849,0.00009905975,0.0001610764,0.3563921,0.1173791,0.00002475774,0.507598,0.001483885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9802735,0.001283202,0.009931793,0.0009189078,0.0004014936,0.0002712281,0.00003520349,0.0009665391,0.005918087],"genre_scores_gemma":[0.9929044,0.0004683665,0.003033983,0.000284372,0.0002945676,0.000005946835,0.00008720046,0.00007777449,0.002843434],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2607402,"threshold_uncertainty_score":0.837291,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2046372295","doi":"10.1016/s0166-218x(01)00229-3","title":"A note on reconfiguring tree linkages: trees can lock","year":2002,"lang":"en","type":"article","venue":"Discrete Applied Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University; University of Waterloo","funders":"McGill University","keywords":"Mathematics; Regular polygon; Tree (set theory); Polygon (computer graphics); Combinatorics; Equivalence (formal languages); Plane (geometry); Convex polygon; Line (geometry); Discrete mathematics; Geometry; Computer science; Telecommunications; Frame (networking)","retraction":null,"screen_n_in":null,"score":{"opus":0.0136187573947593,"gpt":0.2017129523917255,"spread":0.1880941949969662,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000395133,0.0002024184,0.0002518476,0.00008513875,0.00006495404,0.00005479931,0.0001372569,0.00007986191,0.0003407719],"category_scores_gemma":[0.00001211388,0.0001653867,0.00008310852,0.0001787269,0.00001811119,0.00003332596,0.00001388208,0.0001287247,0.0001254513],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004474489,"about_ca_system_score_gemma":0.000001481474,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002268402,"about_ca_topic_score_gemma":0.00002495356,"domain_scores_codex":[0.9991789,0.000003181459,0.0002776356,0.0001581448,0.0001669878,0.0002151497],"domain_scores_gemma":[0.9995278,0.00005271904,0.00005297663,0.0002866351,0.00001334427,0.00006655078],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000008186704,0.0001135465,0.00003084856,0.0007253097,0.0004184922,0.00001678218,0.01243507,0.7954645,0.02456727,0.03774671,0.004754077,0.1237193],"study_design_scores_gemma":[0.0003412521,0.00002271902,0.0001253177,0.00007040837,0.00008654589,0.000003469791,0.0003115,0.9810666,0.01371712,0.003173095,0.0006766223,0.0004053878],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.2822015,0.0003009547,0.1042272,0.0004695013,0.0003535571,0.0008796579,0.00005513119,0.001597525,0.609915],"genre_scores_gemma":[0.9818906,0.0001099386,0.01731353,0.00005513917,0.0001047861,0.00002687996,0.00002158438,0.00005068726,0.000426825],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6996891,"threshold_uncertainty_score":0.6744276,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2018351288","doi":"10.1177/002199803031054","title":"Triaxial Woven Fabric (TWF) Composites with Open Holes (Part I): Finite Element Models for Analysis","year":2003,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Superelement; Finite element method; Structural engineering; Materials science; Composite material; Vibration; Engineering; Extended finite element method; Finite element limit analysis; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.02387533761850849,"gpt":0.2440076634002104,"spread":0.2201323257817019,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004795218,0.0001998498,0.0007795985,0.0002958684,0.0001097603,0.0004385723,0.0003006262,0.00005149135,0.0001951777],"category_scores_gemma":[0.00001199202,0.0001417069,0.0001960218,0.000402642,0.00002365731,0.0004134531,0.00002686081,0.00005650147,0.000001608331],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005796914,"about_ca_system_score_gemma":0.00001826964,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000008494674,"about_ca_topic_score_gemma":0.000005037138,"domain_scores_codex":[0.9985259,0.00009348869,0.0008034678,0.0001282279,0.0002379092,0.0002110033],"domain_scores_gemma":[0.9990383,0.00009017136,0.0004034268,0.0001564072,0.0002242696,0.00008736809],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002631154,0.00002599612,0.0001946048,0.00002295605,0.001641609,0.000003713497,0.00006156561,0.9506313,0.04622239,0.0005214563,0.000234253,0.0001770054],"study_design_scores_gemma":[0.007365083,0.0008616528,0.001689855,0.0002268519,0.007421361,0.00006312478,0.0001195422,0.3345887,0.6384243,0.003212706,0.005018785,0.001008017],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5611626,0.0003568462,0.4370221,0.0000728848,0.0004056461,0.0003843409,0.00009212732,0.00002581778,0.000477659],"genre_scores_gemma":[0.9668505,0.0001069029,0.03269602,0.00004516275,0.0001507761,0.0000116718,0.00006387899,0.00002586393,0.00004920553],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6160427,"threshold_uncertainty_score":0.5778641,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2117531509","doi":"10.1016/j.ijsolstr.2010.06.001","title":"When is a symmetric body-bar structure isostatic?","year":2010,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"","keywords":"Rigidity (electromagnetism); Structural rigidity; Bar (unit); Mathematics; Rigid body; Symmetry (geometry); Representation (politics); Exploit; Pure mathematics; Geometry; Structural engineering; Classical mechanics; Computer science; Physics; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004290860935984887,"gpt":0.2253710010726536,"spread":0.2210801401366687,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000528195,0.000139096,0.0001931839,0.0002979582,0.00004126314,0.0001531458,0.0002587654,0.00008950246,0.000817729],"category_scores_gemma":[0.00004806977,0.0001003949,0.00009308467,0.00009228008,0.00004226446,0.0002239783,0.00002568657,0.0003244843,0.000001063968],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001971508,"about_ca_system_score_gemma":0.00001580684,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000108141,"about_ca_topic_score_gemma":0.000007934761,"domain_scores_codex":[0.9990758,0.000008322913,0.0003462759,0.00009013464,0.0003631182,0.0001163764],"domain_scores_gemma":[0.9993754,0.00003181131,0.0001338617,0.00007679315,0.0002921024,0.00009001414],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0003421903,0.00005564732,0.06786315,0.0001915571,0.005417942,0.0003173526,0.0103932,0.04649532,0.2779993,0.0893281,0.03583768,0.4657586],"study_design_scores_gemma":[0.003937484,0.0003706579,0.245491,0.0001280013,0.0004669622,0.003288712,0.0006201416,0.128644,0.05601642,0.5170311,0.04267551,0.00133],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9956324,0.0003151501,0.001502031,0.0003206482,0.00175299,0.00003250349,0.00004714412,0.0000170196,0.000380139],"genre_scores_gemma":[0.9889298,0.0001274439,0.009933949,0.0002780465,0.0006911305,3.039714e-7,0.000006445468,0.00001410109,0.00001877654],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4644286,"threshold_uncertainty_score":0.8953559,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2035172594","doi":"10.1016/j.ejc.2009.11.020","title":"Geometric properties of Assur graphs","year":2009,"lang":"en","type":"article","venue":"European Journal of Combinatorics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"","keywords":"Mathematics; Characterization (materials science); Link (geometry); Combinatorics; Focus (optics); Geometric analysis; Mathematical analysis; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01050891993799969,"gpt":0.1715197828147909,"spread":0.1610108628767912,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002856167,0.0000804431,0.0001899863,0.0003288816,0.00002136388,0.00001995556,0.0001695692,0.000012411,0.00001137242],"category_scores_gemma":[0.00005629476,0.00005909068,0.0001077016,0.0007686787,0.00001123308,0.0001261821,0.000007273738,0.0001233724,0.00000305398],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001902139,"about_ca_system_score_gemma":0.000005941984,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":1.586097e-7,"about_ca_topic_score_gemma":1.837785e-8,"domain_scores_codex":[0.9992129,0.00005213209,0.0003950513,0.0000377908,0.0002148071,0.00008731461],"domain_scores_gemma":[0.9994689,0.000007935196,0.00016348,0.00008446039,0.0002240232,0.00005117503],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0001418844,0.0004922107,0.009184451,0.00035712,0.00103349,0.0003885131,0.001707487,0.6047384,0.07007742,0.02706407,0.01477977,0.2700351],"study_design_scores_gemma":[0.009411075,0.006004919,0.6162246,0.001166539,0.001239174,0.00067341,0.0006294569,0.06290224,0.2446371,0.02446543,0.03017024,0.002475841],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.984821,0.00336761,0.005555937,0.00004612377,0.0004633788,0.00002620806,4.448929e-7,0.00002695598,0.005692369],"genre_scores_gemma":[0.9989829,0.0004373725,0.0004812283,0.00001296537,0.00003770534,2.465885e-8,3.553076e-7,0.00001126387,0.00003617343],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6070402,"threshold_uncertainty_score":0.2409648,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2002594953","doi":"10.1007/s00022-013-0156-4","title":"Contact graphs of unit sphere packings revisited","year":2013,"lang":"en","type":"article","venue":"Journal of Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Combinatorics; Mathematics; Unit sphere; Unit (ring theory); Euclidean geometry; Circle packing; Graph; Euclidean space; Packing problems; Geometry","retraction":null,"screen_n_in":null,"score":{"opus":0.00612861465567497,"gpt":0.196120873295821,"spread":0.189992258640146,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00008743825,0.00006979641,0.000233096,0.000229284,0.00001375734,0.00002272123,0.00009517077,0.00004369191,0.001392152],"category_scores_gemma":[0.00004372985,0.00005049838,0.000131386,0.0005848674,0.000008635027,0.0002139848,0.000007345634,0.0001213185,0.000008601399],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001434263,"about_ca_system_score_gemma":0.000005116191,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001447048,"about_ca_topic_score_gemma":7.735902e-7,"domain_scores_codex":[0.9993595,0.00001072505,0.0003562701,0.00003368949,0.0001561757,0.0000835988],"domain_scores_gemma":[0.9994113,0.00003072141,0.0001860956,0.0000747724,0.0002439959,0.00005306277],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00006431325,0.00008954506,0.452416,0.0007819373,0.002573771,0.00004361593,0.0005540953,0.1993305,0.1818022,0.001963165,0.03420873,0.1261721],"study_design_scores_gemma":[0.001400599,0.0003227402,0.9361638,0.0004652037,0.0003565636,0.0001332777,0.0006274797,0.03357005,0.02028161,0.002760126,0.003472563,0.0004459971],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9963878,0.001046415,0.001582754,0.00003317829,0.0001049506,0.00002891967,0.000001507283,0.00001020025,0.0008043002],"genre_scores_gemma":[0.998083,0.0002997105,0.001480412,0.00002242839,0.00005738995,1.757366e-7,0.000001849206,0.000008691109,0.00004632324],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4837478,"threshold_uncertainty_score":0.9995207,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4242499937","doi":"10.1115/1.1913705","title":"Kinematic, Static, and Dynamic Analysis of a Planar One-Degree-of-Freedom Tensegrity Mechanism","year":2005,"lang":"en","type":"article","venue":"Journal of Mechanical Design","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Tensegrity; Mechanism (biology); Planar; Kinematics; Stiffness; Compliant mechanism; Computer science; Static analysis; Control theory (sociology); Structural engineering; Topology (electrical circuits); Engineering; Finite element method; Classical mechanics; Physics; Control (management); Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.02665030327016335,"gpt":0.2367532134660377,"spread":0.2101029101958743,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006027232,0.0001386895,0.0007668458,0.0004309165,0.00002183644,0.00001507464,0.0001651551,0.0000995685,0.000139358],"category_scores_gemma":[0.0001416498,0.000106482,0.0002433828,0.0005313955,0.00002238103,0.0001393436,0.00001512801,0.0001738603,8.413003e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004694783,"about_ca_system_score_gemma":0.00001701985,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009328307,"about_ca_topic_score_gemma":0.00002666758,"domain_scores_codex":[0.9984001,0.00008683269,0.0008917972,0.0000957045,0.0003873905,0.0001381622],"domain_scores_gemma":[0.9989054,0.0002267382,0.0003994936,0.0001516466,0.0002091344,0.0001075511],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00009323542,0.0000728314,0.0000184872,0.00009693753,0.002929533,0.000008247272,0.0001766008,0.8787747,0.1068677,0.003981068,0.00008361132,0.006897036],"study_design_scores_gemma":[0.0004316389,0.0001784195,0.0006930152,0.00005580427,0.002263856,0.00001539201,0.00005629559,0.9837513,0.008317424,0.004122105,0.000004345048,0.000110402],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07359728,0.0002870852,0.9258014,0.0001324795,0.00005620848,0.00007922604,0.0000127048,0.00001305115,0.00002059296],"genre_scores_gemma":[0.7074258,0.0003303874,0.2921859,0.00001259904,0.00002579098,6.372719e-7,0.000002374218,0.00001044641,0.00000607779],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.6338285,"threshold_uncertainty_score":0.4342209,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2037733585","doi":"10.1074/jbc.m103739200","title":"Directional Resolution of Synthetic Holliday Structures by the Cre Recombinase","year":2001,"lang":"en","type":"article","venue":"Journal of Biological Chemistry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Holliday junction; Recombinase; Cre recombinase; Computational biology; Synthetic biology; Biology; Genetics; Recombination; DNA; Homologous recombination; Transgene; Gene","retraction":null,"screen_n_in":null,"score":{"opus":0.01139715213940349,"gpt":0.2066378242343524,"spread":0.1952406720949489,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001126349,0.00007539521,0.0001513845,0.00001279856,0.00003818915,0.0000105409,0.0001200797,0.00009222241,0.0003995132],"category_scores_gemma":[0.00009439846,0.00003892705,0.0001168338,0.0001168736,0.00005474105,0.00003174398,0.00001022302,0.0001612442,4.342874e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003077841,"about_ca_system_score_gemma":0.000005091337,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001587886,"about_ca_topic_score_gemma":1.357867e-7,"domain_scores_codex":[0.9994518,0.00001945996,0.0002787664,0.00005524776,0.0001125544,0.00008218372],"domain_scores_gemma":[0.9996318,0.00006005985,0.0001317202,0.00006670621,0.00007277102,0.00003689258],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00009258176,0.00004125154,0.00425867,0.00003232823,0.0001614015,0.000009817574,0.00003168988,0.07321414,0.910238,0.00003620231,0.004909586,0.006974334],"study_design_scores_gemma":[0.0006480016,0.0001432137,0.02680461,0.00006449597,0.0001155952,0.0008338846,0.0001907444,0.01495876,0.9431202,0.004287753,0.00853008,0.0003025835],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9967152,0.001166123,0.0009017037,0.0001451912,0.00009062624,0.00001583322,0.000005919342,0.00001218422,0.0009472077],"genre_scores_gemma":[0.9988974,0.0005946756,0.000297787,0.00001102625,0.000115367,5.144823e-7,0.000007183004,0.000003504012,0.0000725903],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05825537,"threshold_uncertainty_score":0.437439,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2333641495","doi":"10.1115/imece2007-41424","title":"Dynamic and Vibration Analysis of a SAR Membrane Antenna","year":2007,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Spacecraft; Tension (geology); Vibration; Torque; Antenna (radio); Structural engineering; Membrane structure; Aperture (computer memory); Vibration control; Membrane; Reflector (photography); Acoustics; Materials science; Engineering; Computer science; Physics; Aerospace engineering; Optics; Composite material; Electrical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.003308804304859496,"gpt":0.197006300924793,"spread":0.1936974966199335,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005717335,0.00004230895,0.0001152528,0.0002131287,0.00001122577,0.000006845307,0.00001870785,0.00002345078,0.0001282771],"category_scores_gemma":[0.000004103913,0.00003341144,0.00004047023,0.0006073333,0.00000836173,0.0000610569,0.000003818664,0.00001630428,5.075376e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000008143716,"about_ca_system_score_gemma":6.951314e-7,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002282884,"about_ca_topic_score_gemma":0.0002386181,"domain_scores_codex":[0.9997056,0.000002302886,0.0001311302,0.00005368667,0.00005291131,0.00005438737],"domain_scores_gemma":[0.9998749,0.00001373257,0.00001584746,0.00005524018,0.00002153535,0.00001876671],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001033544,0.000006543918,0.008534388,0.00003760408,0.001309376,0.000001007769,0.0002228106,0.7036139,0.272701,0.0007926487,0.000008709434,0.01276168],"study_design_scores_gemma":[0.00004305883,0.000003635244,0.08316493,0.000001181209,0.0002518619,2.440834e-7,0.00003385103,0.9119747,0.004466373,0.00001501648,0.000006132884,0.0000390256],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7157928,0.00009197322,0.2833357,0.000009784153,0.0000140823,0.00001767706,0.000001414931,0.00003344537,0.0007030727],"genre_scores_gemma":[0.9936251,0.00009619421,0.006189723,0.00001085236,0.000003190199,1.064155e-7,0.00002452903,0.000003285452,0.0000470263],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2778322,"threshold_uncertainty_score":0.1404544,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4255842085","doi":"10.1007/978-3-030-44394-8_15","title":"Stability of Elastic Systems","year":2021,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Riverview Hospital","funders":"","keywords":"Arch; Stability (learning theory); Cantilever; Structural engineering; Bar (unit); Energy method; Displacement (psychology); Rigid frame; Structural stability; Elastic energy; Computer science; Engineering; Frame (networking); Physics; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01240885243027105,"gpt":0.1735136240659116,"spread":0.1611047716356406,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00002154714,0.0001051878,0.0002591273,0.00003244592,0.000006496059,0.000009996887,0.00004010682,0.0001046981,0.002692455],"category_scores_gemma":[0.000004942982,0.00008515989,0.00008861659,0.00001702052,0.00001093696,0.00001694356,0.00001112897,0.00006595545,0.000009638537],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003100346,"about_ca_system_score_gemma":0.000006760501,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009469908,"about_ca_topic_score_gemma":0.00001122652,"domain_scores_codex":[0.9995384,0.000002290569,0.0002212643,0.00009080803,0.00009913428,0.00004809118],"domain_scores_gemma":[0.9996935,0.00002104694,0.00003287766,0.0001561639,0.0000761036,0.00002033945],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00000260571,0.000003379018,0.00005984645,0.001533449,0.0006781292,0.000005761085,0.00004291867,0.6607867,0.0006988583,0.3330725,0.001074026,0.002041792],"study_design_scores_gemma":[0.0002441738,0.00003750342,0.0002164185,0.0005801839,0.0006935839,0.00001093022,0.00007878808,0.9611675,0.002383795,0.001870306,0.03169232,0.001024541],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.0003746253,0.002048299,0.01295315,0.000002438027,0.000402851,0.00007559403,0.00002384793,0.00008527485,0.9840339],"genre_scores_gemma":[0.5909109,0.0006617757,0.0009844304,0.00000489522,0.0002090868,0.000003468762,0.0002298626,0.00007003636,0.4069255],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.5905363,"threshold_uncertainty_score":0.9982192,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2889263021","doi":"10.1016/j.jcde.2018.08.004","title":"Finite element method for the static and dynamic analysis of FRP guyed tower","year":2018,"lang":"en","type":"article","venue":"Journal of Computational Design and Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Manitoba Hydro; University of Windsor","keywords":"Structural engineering; Finite element method; Fibre-reinforced plastic; Equilateral triangle; Serviceability (structure); Engineering; Tower; Vibration; Static analysis; Mathematics; Geometry","retraction":null,"screen_n_in":null,"score":{"opus":0.01001401819369631,"gpt":0.2484417148035347,"spread":0.2384276966098384,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002926435,0.00006906984,0.0001855879,0.000211153,0.0000322565,0.0000237327,0.00004253149,0.00001784131,0.00001554044],"category_scores_gemma":[0.00003754409,0.00004755269,0.0000659217,0.0002494224,0.0000128574,0.00006584072,0.000006013455,0.00004142437,4.70139e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000149475,"about_ca_system_score_gemma":0.000006803661,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001042662,"about_ca_topic_score_gemma":5.33701e-7,"domain_scores_codex":[0.9994903,0.00001135675,0.000276647,0.00004491131,0.0001107141,0.0000660551],"domain_scores_gemma":[0.999073,0.0006355105,0.00007755044,0.00003142144,0.0001523825,0.00003016317],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001151111,0.000001925657,0.00001979895,0.00001684941,0.0008629944,2.33976e-7,0.0001806302,0.9933049,0.0005956463,0.0001118927,0.0000323593,0.004861251],"study_design_scores_gemma":[0.0001936205,0.00006027269,0.006002325,0.00001293022,0.0005661277,0.000004563595,0.00002681859,0.9923358,0.0001500228,0.0005223828,0.00007248437,0.00005266492],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01723175,0.0004512311,0.9821181,0.00005998655,0.00007021849,0.00005584865,0.000004276736,0.000006224762,0.000002408294],"genre_scores_gemma":[0.6272126,0.00007217488,0.3726655,0.00001284605,0.00002456884,0.000001227978,0.000002916229,0.000005035514,0.000003137961],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.6099808,"threshold_uncertainty_score":0.1939143,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2889157825","doi":"10.1142/s0219455419500123","title":"Vibration Frequency Analysis of Beam–Ring Structure for Circular Deployable Truss Antenna","year":2018,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Truss; Antenna (radio); Beam (structure); Vibration; Boundary value problem; Ring (chemistry); Hamilton's principle; Physics; Structural engineering; Mathematics; Acoustics; Engineering; Mathematical analysis; Optics; Telecommunications","retraction":null,"screen_n_in":null,"score":{"opus":0.007260294089006249,"gpt":0.2263877055497766,"spread":0.2191274114607704,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001390134,0.0001365294,0.0003408736,0.0003082246,0.00006435878,0.00006362858,0.0002131532,0.00008230959,0.00008508558],"category_scores_gemma":[0.00009096297,0.0001105293,0.00021323,0.0003383726,0.0001033599,0.0004104392,0.00002282178,0.0001065323,6.398436e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001568763,"about_ca_system_score_gemma":0.00002032986,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000441438,"about_ca_topic_score_gemma":0.0003150564,"domain_scores_codex":[0.9988272,0.00001705995,0.0006073866,0.0001316384,0.0002943434,0.0001224374],"domain_scores_gemma":[0.998575,0.00006662778,0.0002749168,0.0001032421,0.0009210681,0.00005915391],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0005643131,0.0000379193,0.2957717,0.0003024414,0.01236156,0.000008648154,0.002458056,0.4470997,0.2027913,0.01337314,0.00001499717,0.02521618],"study_design_scores_gemma":[0.0003513334,0.00007386468,0.09520475,0.00001614041,0.0004894156,0.00001899436,0.0001432584,0.8903273,0.005543563,0.007699778,0.000005164575,0.000126453],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8929715,0.000158055,0.1059748,0.00006165868,0.0005083288,0.00007055455,0.0002158061,0.00001914613,0.00002022722],"genre_scores_gemma":[0.9910646,0.00004329617,0.008599496,0.00001814605,0.0001841155,6.913881e-7,0.00007522351,0.00001321953,0.000001184343],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4432275,"threshold_uncertainty_score":0.4507253,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2911876474","doi":"10.22215/etd/2007-06626","title":"Punching shear strength of interior and edge column-slab connections in CFRP reinforced flat plate structures transferring shear and moment","year":2007,"lang":"en","type":"dissertation","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slab; Structural engineering; Steel plate shear wall; Shear (geology); Punching; Enhanced Data Rates for GSM Evolution; Moment (physics); Shear force; Column (typography); Engineering; Geology; Shear wall; Materials science; Physics; Composite material; Mechanical engineering; Telecommunications; Classical mechanics; Connection (principal bundle)","retraction":null,"screen_n_in":null,"score":{"opus":0.006398339516685843,"gpt":0.232253405094602,"spread":0.2258550655779162,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009010263,0.0002643627,0.0004389487,0.0004290179,0.00007409272,0.00006487495,0.00006019277,0.0002271305,0.0001607305],"category_scores_gemma":[0.00001230576,0.0002457562,0.00006409219,0.0002287508,0.0000248056,0.000154824,0.00001047449,0.0002637992,3.220102e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006384294,"about_ca_system_score_gemma":0.00001151479,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004075372,"about_ca_topic_score_gemma":0.001656928,"domain_scores_codex":[0.9988877,0.00001231764,0.0005263198,0.0002333824,0.0001446308,0.0001956787],"domain_scores_gemma":[0.9996791,0.00004219932,0.00005868938,0.0001084976,0.00004457385,0.00006688775],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0004052256,0.000008843303,0.001411266,0.003485019,0.001088565,0.00001771918,0.01814166,0.7488469,0.1340811,0.007111263,0.00009102278,0.08531139],"study_design_scores_gemma":[0.001934294,0.000178597,0.04220526,0.0008668377,0.0003670199,0.00001999191,0.006816366,0.827727,0.1182071,0.0002162981,0.0002803671,0.001180901],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9935248,0.0004915165,0.003484237,0.000006114071,0.0002552529,0.0002472428,0.00001595845,0.00006745398,0.001907362],"genre_scores_gemma":[0.9967312,0.0005019846,0.001795169,0.000006102793,0.00003675356,0.000008343645,0.0002775028,0.00003618969,0.0006067147],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0841305,"threshold_uncertainty_score":0.9999995,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3121230362","doi":"10.1016/j.cad.2021.103003","title":"PolyFrame, Efficient Computation for 3D Graphic Statics","year":2021,"lang":"en","type":"article","venue":"Computer-Aided Design","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Montréal","funders":"National Science Foundation","keywords":"Computer science; Plug-in; Reciprocal; Software; Theoretical computer science; Statics; Image stitching; Computational science; Programming language; Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.02017408528806367,"gpt":0.2231762616647772,"spread":0.2030021763767136,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000920704,0.0001409201,0.0001964784,0.00009891534,0.00008470116,0.00009254234,0.00007519843,0.00005755028,0.00001764232],"category_scores_gemma":[0.00001764861,0.0001387005,0.0000913278,0.0003830998,0.00001506798,0.00004919407,0.00001819857,0.00006433605,0.000007681505],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003854814,"about_ca_system_score_gemma":0.00002084245,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001210799,"about_ca_topic_score_gemma":8.148659e-7,"domain_scores_codex":[0.9991881,0.00004322456,0.0002576312,0.000191023,0.000129745,0.0001902474],"domain_scores_gemma":[0.9993924,0.0002003802,0.00004150452,0.0001384527,0.0001673428,0.00005986824],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000003877919,0.00001300153,0.00001490724,0.0000366519,0.00005388058,0.000003929992,0.00009134835,0.9651365,0.0004864924,0.0003880781,0.001391736,0.03237957],"study_design_scores_gemma":[0.000337702,0.00004039962,0.0004218154,0.00001954686,0.00004338502,0.000006778041,0.00001519904,0.995886,0.001936971,0.0009174179,0.0002051057,0.0001696859],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01475556,0.000288188,0.9839311,0.00003652927,0.0005339586,0.0001899231,0.000007587362,0.000206306,0.00005084336],"genre_scores_gemma":[0.3359445,0.00002347097,0.6636963,0.00008113855,0.0001157886,0.00001122289,0.00008706139,0.00002258272,0.00001788471],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.3211889,"threshold_uncertainty_score":0.5656041,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2033458243","doi":"10.2514/1.c031382","title":"Discretization Method for the Development of a Modular Morphing Wing","year":2012,"lang":"en","type":"article","venue":"Journal of Aircraft","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Morphing; Wing; Discretization; Curvature; Chord (peer-to-peer); Modular design; Wing twist; Mathematics; Computer science; Lift (data mining); Airfoil; Geometry; Aerospace engineering; Angle of attack; Aerodynamics; Mathematical analysis; Engineering; Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.01502368848533207,"gpt":0.2583238297904534,"spread":0.2433001413051213,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004313873,0.00005160814,0.0001193898,0.00005675367,0.00004889748,0.00001051218,0.00006989753,0.00002191233,0.00001433623],"category_scores_gemma":[0.00004230655,0.00003058407,0.00007999664,0.00009977928,0.000004411975,0.0001935904,0.000007548977,0.00005105635,2.339785e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003044984,"about_ca_system_score_gemma":0.000009589186,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":7.717537e-7,"about_ca_topic_score_gemma":0.000001005355,"domain_scores_codex":[0.9994471,0.00001155699,0.000311517,0.00002266344,0.0001225296,0.00008462728],"domain_scores_gemma":[0.9996516,0.00006810129,0.0001199235,0.00004505969,0.00008770893,0.00002757983],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000007369856,0.000005423807,0.001152976,0.00003202864,0.0001670901,7.804535e-8,0.001801733,0.9510211,0.02121839,0.0001375392,0.0000813107,0.0243749],"study_design_scores_gemma":[0.0002927019,0.00001670091,0.02015557,0.00005923199,0.0001785483,0.00001363331,0.0004339608,0.9399852,0.03640855,0.0002229749,0.002130358,0.0001025885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07281689,0.0005243478,0.926294,0.00008080304,0.0001888907,0.00005540239,4.154056e-7,0.000005544481,0.00003371503],"genre_scores_gemma":[0.664286,0.00001382426,0.3355422,0.000006882679,0.0001349271,0.000001319285,9.111696e-7,0.000006596192,0.000007338267],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.5914691,"threshold_uncertainty_score":0.1247182,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4407633851","doi":"10.1007/s11071-024-10754-0","title":"Dynamical modeling and response analysis of multi-folded beam structures with nonlinear joints","year":2025,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"National Natural Science Foundation of China","keywords":"Nonlinear system; Beam (structure); Response analysis; Structural engineering; Physics; Control theory (sociology); Computer science; Engineering; Control (management)","retraction":null,"screen_n_in":null,"score":{"opus":0.006712440360841731,"gpt":0.2320345104553834,"spread":0.2253220700945417,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001232249,0.0002032554,0.0004508571,0.0005440412,0.00005939955,0.00003539828,0.0001204438,0.0001308076,0.00001091955],"category_scores_gemma":[0.00005338427,0.0001647827,0.000117857,0.001214025,0.00005896365,0.00007711344,0.00004048546,0.000165296,3.553934e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009537783,"about_ca_system_score_gemma":0.00003060041,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005707749,"about_ca_topic_score_gemma":0.0006878469,"domain_scores_codex":[0.9990104,0.0000313378,0.000367306,0.000243805,0.0001657044,0.0001814002],"domain_scores_gemma":[0.9994159,0.00006508728,0.00005391697,0.0002666452,0.0001408314,0.00005766807],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001430733,0.00001493282,0.00324809,0.00003427168,0.0009403399,0.000001826159,0.00007043533,0.9930071,0.000865454,0.0001800097,9.178281e-7,0.001493554],"study_design_scores_gemma":[0.0004255064,0.00002234306,0.007778774,0.00002266655,0.0009765123,0.000001404482,0.0001049149,0.990208,0.0002489695,0.00003828121,0.00000482323,0.0001677872],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7922069,0.00009963327,0.2073092,0.00003149956,0.00004470438,0.00008091695,0.0001022834,0.0000730671,0.00005178752],"genre_scores_gemma":[0.8933387,0.00006876028,0.1061642,0.00002221065,0.00001488105,0.00000249722,0.0002918499,0.00002221581,0.00007473096],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.101145,"threshold_uncertainty_score":0.6719645,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2078714829","doi":"10.1061/(asce)1090-0268(2003)7:4(348)","title":"Flexural and Shear Rigidity of Composite Sheet Piles","year":2003,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flexural rigidity; Materials science; Pultrusion; Flexural strength; Composite material; Composite number; Three point flexural test; Structural engineering; Flexural modulus; Fibre-reinforced plastic; Shear modulus; Shear (geology); Timoshenko beam theory; Rigidity (electromagnetism); Beam (structure)","retraction":null,"screen_n_in":null,"score":{"opus":0.006778018681738784,"gpt":0.2040309463949905,"spread":0.1972529277132517,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001002937,0.00008473791,0.0002375613,0.000121707,0.00005097864,0.00002548664,0.00004217473,0.00004240756,0.00001778661],"category_scores_gemma":[0.0000149836,0.00007094309,0.000088721,0.0001031919,0.0000598866,0.0001914608,0.000003977514,0.0000717516,1.803663e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000232761,"about_ca_system_score_gemma":0.000008268109,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001402823,"about_ca_topic_score_gemma":6.168682e-7,"domain_scores_codex":[0.9993812,0.00002151848,0.0003657494,0.00005065637,0.0001016982,0.00007915593],"domain_scores_gemma":[0.9995088,0.0000531741,0.0001713541,0.00004954105,0.0001725653,0.00004458286],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001911475,0.00003662305,0.0328297,0.0003028721,0.0005675775,0.000002431931,0.0002854033,0.3981699,0.5241538,0.0116684,0.0004624764,0.0313297],"study_design_scores_gemma":[0.003826826,0.0008557852,0.04145752,0.0002602655,0.0008714038,0.002297584,0.0003890357,0.2814811,0.647715,0.01732199,0.002869763,0.0006536561],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9492385,0.000555036,0.04933961,0.00001866126,0.0004067216,0.00006598978,0.0000076848,0.0000134311,0.0003543014],"genre_scores_gemma":[0.9194184,0.0001045835,0.08039658,0.000004760832,0.00005988972,5.164837e-7,0.000003835455,0.000007272912,0.000004184898],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1235613,"threshold_uncertainty_score":0.2892975,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2064178031","doi":"10.1007/s00454-009-9160-8","title":"Characterizing Graphs with Convex and Connected Cayley Configuration Spaces","year":2009,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"McGill University; National Science Foundation","keywords":"Mathematics; Cayley graph; Cayley transform; Combinatorics; Discrete mathematics; Convexity; Graph; Line graph; Voltage graph","retraction":null,"screen_n_in":null,"score":{"opus":0.004790835647840105,"gpt":0.1970904524635009,"spread":0.1922996168156608,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003893748,0.000137546,0.0001660854,0.0001774596,0.0000869763,0.0001145701,0.00004370073,0.00004208183,0.00007722843],"category_scores_gemma":[0.00000995853,0.0001131212,0.00002912249,0.0004158007,0.00003255649,0.0002274417,0.000004874142,0.00007570003,0.000004590804],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001529511,"about_ca_system_score_gemma":0.000007518995,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006870678,"about_ca_topic_score_gemma":0.000002260658,"domain_scores_codex":[0.9993612,0.00001283479,0.0001635061,0.0001611109,0.0001718147,0.0001295866],"domain_scores_gemma":[0.999694,0.000046029,0.0000492988,0.00006059211,0.00008927128,0.00006078386],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005093297,0.00001266106,0.00752289,0.00004551471,0.0002016934,0.0000094894,0.0005596303,0.9524124,0.007059561,0.01930198,0.0001165644,0.01270664],"study_design_scores_gemma":[0.0004795089,0.00008146045,0.4546015,0.00003154836,0.00004341764,0.00001925385,0.0001502334,0.541077,0.0009388939,0.002191137,0.0001069339,0.0002791316],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9555899,0.0001878604,0.04281022,0.0002714259,0.00005241612,0.0000968502,0.0000150119,0.0001483274,0.0008279894],"genre_scores_gemma":[0.9964693,0.00002635908,0.00280483,0.0001787788,0.00003706173,0.000002720916,0.0004525559,0.00001024111,0.00001821282],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4470786,"threshold_uncertainty_score":0.4612948,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1989246731","doi":"10.1007/s10107-011-0480-0","title":"On stress matrices of (d + 1)-lateration frameworks in general position","year":2011,"lang":"en","type":"article","venue":"Mathematical Programming","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Mathematics; Constructive; Combinatorics; Graph; Constructive proof; Rank (graph theory); Position (finance); Matrix (chemical analysis); Discrete mathematics; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.01080405241578623,"gpt":0.2173915643732671,"spread":0.2065875119574809,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006001755,0.00007666516,0.0001310958,0.00008910996,0.0000147843,0.00001994985,0.00005001919,0.00009826338,0.0001420407],"category_scores_gemma":[0.00001774019,0.00006176894,0.00003786026,0.0001738726,0.00001267567,0.00008204745,0.000007262886,0.0001148437,0.000007485862],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001943483,"about_ca_system_score_gemma":0.000001198328,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007005004,"about_ca_topic_score_gemma":0.000003544268,"domain_scores_codex":[0.9994636,0.0000113158,0.0002402389,0.00007613065,0.0000996718,0.000109068],"domain_scores_gemma":[0.9998215,0.00002498836,0.00003230138,0.00007977738,0.00001872585,0.0000226969],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008542964,0.0006784858,0.004923788,0.001783025,0.0001954506,0.00002946032,0.009424609,0.364255,0.003788026,0.312306,0.00005061193,0.3024801],"study_design_scores_gemma":[0.0001824916,0.00007456936,0.00203035,0.0003054951,0.00003246769,0.000002475506,0.00009298518,0.933347,0.0120555,0.05170051,0.000003145002,0.0001729364],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8660759,0.00004930707,0.1321652,0.000008333022,0.00003938024,0.0001370283,0.000001133087,0.00007365066,0.001450069],"genre_scores_gemma":[0.9376283,0.000005918076,0.06230477,0.000006225922,0.00001792436,0.00001159555,0.000009349573,0.000009425422,0.000006472843],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5690921,"threshold_uncertainty_score":0.2518864,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2962106604","doi":"10.1177/1077546319862445","title":"Active vibration control of a polyvinylidene fluoride laminated membrane plate mirror","year":2019,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"National Natural Science Foundation of China","keywords":"Polyvinylidene fluoride; Actuator; Active vibration control; Vibration; Vibration control; Engineering; Modal; Attitude control; Control theory (sociology); Acoustics; Materials science; Computer science; Control engineering; Physics; Control (management)","retraction":null,"screen_n_in":null,"score":{"opus":0.002896602928730955,"gpt":0.182153996527383,"spread":0.1792573935986521,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001249213,0.0001046568,0.0003325446,0.0001515064,0.0000257014,0.00003317565,0.00005423811,0.00006761133,0.00016266],"category_scores_gemma":[0.0000311126,0.00008156933,0.00009197904,0.0001305923,0.00001319562,0.0004942545,0.000002991247,0.0001019405,0.000002965179],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002388241,"about_ca_system_score_gemma":0.00001578941,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000008311938,"about_ca_topic_score_gemma":0.000007178834,"domain_scores_codex":[0.9991745,0.00004066344,0.0004523572,0.00006765036,0.0001756218,0.00008924495],"domain_scores_gemma":[0.9993261,0.00007054161,0.0002896384,0.00006479109,0.0001956979,0.00005323417],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0004064668,0.00001363168,0.0007670154,0.00003416134,0.000291236,0.000002268333,0.000193152,0.05995103,0.9337575,0.0002026688,0.00001626425,0.004364573],"study_design_scores_gemma":[0.00558508,0.000265812,0.03788631,0.00005608517,0.0002237804,0.00002874335,0.0001508435,0.8217774,0.1336659,0.0001082797,0.00009911321,0.0001525769],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9222638,0.0002837064,0.07644796,0.000379212,0.0002479871,0.0001842434,0.00001374662,0.00001882284,0.0001605425],"genre_scores_gemma":[0.9990992,0.00008868392,0.0005926626,0.0001081541,0.00005535124,0.000001551575,0.000007834254,0.00001020396,0.00003636443],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8000916,"threshold_uncertainty_score":0.3326301,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1983493331","doi":"10.1016/j.tws.2011.09.002","title":"Out-of-plane behaviour and FE modelling of a T-joint connection of thin-walled square tubes","year":2011,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Joint (building); Finite element method; Stiffness; Connection (principal bundle); Shell (structure); Structural engineering; Square (algebra); Bending; Beam (structure); Plane (geometry); Bending stiffness; Materials science; Stress (linguistics); Reduction (mathematics); Geometry; Engineering; Mathematics; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.03687518133055137,"gpt":0.2105328504110446,"spread":0.1736576690804933,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001255853,0.0002383708,0.0005807058,0.000195174,0.00005160511,0.00001170181,0.0001370859,0.0001659249,0.0002655526],"category_scores_gemma":[0.00002778399,0.0001935518,0.0001358538,0.00014453,0.0000759303,0.0001217476,0.00003787181,0.0001652741,6.11242e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001926343,"about_ca_system_score_gemma":0.00001263041,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005051591,"about_ca_topic_score_gemma":0.00009883309,"domain_scores_codex":[0.9987102,0.00004073155,0.0006210256,0.0002081398,0.0002431703,0.0001767842],"domain_scores_gemma":[0.9993146,0.00004142247,0.0001704945,0.000248368,0.0001632048,0.00006192136],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002178386,0.00003444414,0.004281435,0.0006135863,0.000539912,0.000004541251,0.02036575,0.9346523,0.03401532,0.004231772,0.00007726366,0.0009658447],"study_design_scores_gemma":[0.001537419,0.0002584191,0.03038526,0.0001762295,0.0005437204,0.00001743908,0.002062596,0.7185585,0.2321795,0.01369354,0.000007402524,0.0005799168],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9881619,0.0006662438,0.009960204,0.000007630317,0.0002735487,0.000186921,0.00003291432,0.00008299208,0.0006276416],"genre_scores_gemma":[0.9901407,0.0002195582,0.009504684,0.00000593189,0.00003896315,0.000003692525,0.00003774853,0.00002835472,0.00002030354],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2160937,"threshold_uncertainty_score":0.7892814,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2064062633","doi":"10.1137/100801044","title":"Isostatic Block and Hole Frameworks","year":2013,"lang":"en","type":"article","venue":"SIAM Journal on Discrete Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; York University","keywords":"Rigidity (electromagnetism); Vertex (graph theory); Mathematics; Regular polygon; Combinatorics; Digraph; Graph; Geometry; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.005130116889062898,"gpt":0.2039752871299425,"spread":0.1988451702408796,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006539368,0.0001297597,0.0001789924,0.00007229904,0.00007957929,0.000205326,0.00008121335,0.00008696729,0.0003258128],"category_scores_gemma":[0.00004078111,0.00008918219,0.00005817976,0.0001027638,0.00002132837,0.000143187,0.0000134489,0.0003640832,0.00006910898],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000211068,"about_ca_system_score_gemma":0.000003090827,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":8.37563e-7,"about_ca_topic_score_gemma":4.183421e-7,"domain_scores_codex":[0.9993422,0.00001057064,0.0002608683,0.00006548715,0.0001635807,0.0001572617],"domain_scores_gemma":[0.9996126,0.00005916055,0.00006577816,0.0001127443,0.00004086897,0.0001088754],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000007435933,0.00007368736,0.0005490069,0.0006029102,0.0006319935,0.00004156873,0.005008929,0.9404528,0.001811048,0.01044227,0.01509106,0.02528728],"study_design_scores_gemma":[0.0001992834,0.00005388778,0.001035407,0.0001994703,0.0000541002,0.0001026784,0.0004980228,0.9720654,0.000256277,0.02512206,0.0001957217,0.0002176802],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9579621,0.0003966844,0.03614532,0.0005271296,0.0001970588,0.0001533985,0.00000287988,0.0000902892,0.004525135],"genre_scores_gemma":[0.9722379,0.0002789598,0.02707411,0.0001074287,0.00008641076,0.000003803121,0.000001462866,0.00002671982,0.0001832219],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03161261,"threshold_uncertainty_score":0.3636744,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2029990042","doi":"10.1016/s0024-3795(00)00281-0","title":"On rigidity and realizability of weighted graphs","year":2001,"lang":"en","type":"article","venue":"Linear Algebra and its Applications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Fields Institute for Research in Mathematical Sciences","keywords":"Realizability; Mathematics; Characterization (materials science); Euclidean geometry; Combinatorics; Discrete mathematics; Rigidity (electromagnetism); Algorithm; Geometry","retraction":null,"screen_n_in":null,"score":{"opus":0.007264151403616262,"gpt":0.2167370925260206,"spread":0.2094729411224044,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000030003,0.00006021967,0.00009142765,0.00003908841,0.00005000629,0.000006707594,0.00003147055,0.0000356401,0.00004515978],"category_scores_gemma":[0.00000596064,0.00004953456,0.00001967256,0.0002050427,0.00002295853,0.00003617798,0.000007956748,0.00003938447,0.000002708437],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000003928232,"about_ca_system_score_gemma":0.000001696736,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001076666,"about_ca_topic_score_gemma":0.00000575297,"domain_scores_codex":[0.999666,0.000006065154,0.0001208787,0.000102655,0.00004701351,0.00005738539],"domain_scores_gemma":[0.9997682,0.00003214663,0.00001965987,0.0001070421,0.00003377503,0.00003917784],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003949164,0.000165643,0.01627527,0.0003020309,0.0002252092,8.062044e-7,0.0004391533,0.01355054,0.01329867,0.8901058,0.0008231487,0.06477425],"study_design_scores_gemma":[0.0006130741,0.00008058124,0.08675833,0.00002431211,0.0001384414,0.000009600272,0.00004210526,0.7835751,0.01268969,0.1049016,0.01074999,0.000417202],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.991104,0.0003300716,0.00685282,0.00006864179,0.00001106821,0.0001384329,0.00001767763,0.00005797211,0.001419333],"genre_scores_gemma":[0.9981955,0.001025325,0.0006570908,0.00001810173,0.0000210542,0.00001823535,0.00003170654,0.000005502678,0.00002745364],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7852042,"threshold_uncertainty_score":0.2019961,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2160680505","doi":"10.1002/pc.20999","title":"Elastic properties of large‐open‐mesh 2D braided composites: Model predictions and initial experimental findings","year":2010,"lang":"en","type":"article","venue":"Polymer Composites","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta; University of Ottawa","keywords":"Materials science; Composite material; Stiffness; Wire mesh","retraction":null,"screen_n_in":null,"score":{"opus":0.01313521381639476,"gpt":0.23465047070253,"spread":0.2215152568861352,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003080415,0.0001519668,0.0002141982,0.0000986751,0.0001448155,0.00009519944,0.0001627182,0.0000613606,0.00008684481],"category_scores_gemma":[0.000005071427,0.0001298714,0.00004860706,0.000122313,0.00006478101,0.0002844685,0.000104836,0.0001301858,0.00000299057],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001018341,"about_ca_system_score_gemma":0.000009074449,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003559954,"about_ca_topic_score_gemma":0.00002162211,"domain_scores_codex":[0.9993183,0.00001085145,0.0002376256,0.0001519884,0.0001154662,0.0001657588],"domain_scores_gemma":[0.9997084,0.0000243284,0.00003363269,0.0001295625,0.00003515592,0.00006894038],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00001860439,0.00003812914,0.001332469,0.00002301779,0.00006903496,3.629968e-7,0.0006729139,0.02135902,0.975509,0.0008598272,0.00006890493,0.00004867431],"study_design_scores_gemma":[0.0002319651,0.00001923592,0.000441116,0.00001844002,0.00003416083,0.000005614363,0.00004251894,0.4894029,0.509694,0.00001507524,0.000004122732,0.0000907404],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9941636,0.0009939404,0.00384061,0.00003618722,0.0001491371,0.0001344219,0.00003659969,0.00009759676,0.0005478612],"genre_scores_gemma":[0.9977437,0.00001136976,0.002035308,0.00003459942,0.00004963003,0.00001743129,0.0000357769,0.00002195785,0.00005020848],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4680439,"threshold_uncertainty_score":0.5296003,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2002945739","doi":"10.1139/t00-094","title":"Active earth thrust on cantilever walls with short heel","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Cantilever; Degree Rankine; Lateral earth pressure; Thrust; Heel; Retaining wall; Structural engineering; Geotechnical engineering; Coulomb; STRIPS; Geology; Engineering; Mechanics; Materials science; Physics; Mechanical engineering; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.008086115986769714,"gpt":0.1883022094532977,"spread":0.180216093466528,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00005751857,0.0001416365,0.000160236,0.0001899341,0.0001492908,0.00007538625,0.0001445362,0.0001080577,0.0009784305],"category_scores_gemma":[0.00001323943,0.0001051732,0.00006840214,0.0002778318,0.00003187997,0.0001245491,0.000005249833,0.0004954153,0.00002615376],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002406457,"about_ca_system_score_gemma":0.0001050813,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002162824,"about_ca_topic_score_gemma":0.01891901,"domain_scores_codex":[0.9991573,0.0000122181,0.0001611107,0.0001212005,0.0001866258,0.0003615239],"domain_scores_gemma":[0.9992335,0.00001367854,0.00001883957,0.0001374456,0.00006391606,0.000532563],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001961588,0.00000416736,0.0004314331,0.000001903573,0.00008858638,0.0003317756,0.00002355144,0.9583153,0.0001406029,0.00009124939,0.002365023,0.03818675],"study_design_scores_gemma":[0.001157569,0.0004990131,0.193764,0.0002692697,0.0002597887,0.0040528,0.0002340627,0.6197956,0.002376447,0.0003813729,0.1756304,0.001579621],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9422592,0.0002272725,0.02942558,0.001990019,0.0005431528,0.0003149956,0.0000534529,0.000270826,0.02491551],"genre_scores_gemma":[0.9986803,0.0001331714,0.0004483745,0.0003245177,0.0001996985,0.00000224475,0.000007869687,0.00002355013,0.0001802856],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3385197,"threshold_uncertainty_score":0.9999348,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2492338343","doi":"10.2514/1.j054156","title":"Mass and Stiffness Effects of Harnessing Cables on Structural Dynamics: Continuum Modeling","year":2016,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Vibration; Finite element method; Stiffness; Inflatable; Structural engineering; Added mass; Natural frequency; Vibration control; Mechanics; Engineering; Control theory (sociology); Computer science; Physics; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.003526397131394457,"gpt":0.184045504617036,"spread":0.1805191074856416,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005280315,0.00009948648,0.0001691702,0.00008244036,0.0000736871,0.00004976484,0.00005852189,0.00004108376,0.00001817506],"category_scores_gemma":[0.00003053442,0.00005926848,0.0000433696,0.000059067,0.00001962374,0.0001820868,0.000008420939,0.00008310565,6.02186e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004836321,"about_ca_system_score_gemma":0.000005457808,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005671481,"about_ca_topic_score_gemma":0.000008802507,"domain_scores_codex":[0.9994738,0.00001768486,0.0001906023,0.00007425372,0.0001110833,0.0001325735],"domain_scores_gemma":[0.9997258,0.00004568589,0.00005693879,0.00005996505,0.00005850496,0.00005312487],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003990488,0.000003422254,0.004671033,0.000167616,0.0001999595,0.00001930825,0.0002056092,0.6098638,0.08570395,0.0007634168,0.00004125079,0.2983207],"study_design_scores_gemma":[0.0005339039,0.00001941954,0.005398748,0.000325811,0.0000435011,0.00003263922,0.0000350488,0.98601,0.00430944,0.003171761,0.000002114715,0.0001175726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9054858,0.0003650276,0.09369237,0.00005422108,0.0002896696,0.0000271091,0.000001980497,0.00001991238,0.00006388601],"genre_scores_gemma":[0.9986684,0.0001389212,0.001040003,0.000006921199,0.0001027175,5.200829e-7,0.000001022558,0.00001341342,0.00002807016],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3761462,"threshold_uncertainty_score":0.2416899,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}