{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":368,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":368,"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","author_layer_release":"2026-06-26"},"query_hash":"3aab818dec0f","filters":{"venue":"Journal of Structural Engineering"}},"results":[{"id":"W1963777170","doi":"10.1061/(asce)st.1943-541x.0000376","title":"Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading","year":2010,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":997,"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 Science Foundation","keywords":"Stiffness; Structural engineering; Tearing; Plastic hinge; Moment (physics); Calibration; Residual; Residual strength; Rotation (mathematics); Materials science; Beam (structure); Cold-formed steel; Component (thermodynamics); Yield (engineering); Computer science; Composite material; Engineering; Finite element method; Mathematics","authors":[{"name":"Dimitrios G. Lignos","is_ca":true},{"name":"Helmut Krawinkler","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01346402387634059,"gpt":0.2172805240912976,"spread":0.203816500214957,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003523482,0.0003978486,0.0002572862,0.0005586143,0.0001653782,0.0002323917,0.0005489751,0.0003509178,0.0004886832],"category_scores_gemma":[0.0008443865,0.0002014829,0.0002756799,0.000284592,0.0002385742,0.0002570866,0.0001625364,0.000192165,0.0001304842],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003885081,"about_ca_system_score_gemma":0.0002634048,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005714327,"about_ca_topic_score_gemma":0.005499908,"domain_scores_codex":[0.9999092,0.00002028401,0.000006233277,0.00001856676,0.0000333451,0.00001236827],"domain_scores_gemma":[0.9997523,0.00009010078,0.00005062025,0.00002554667,0.00007205877,0.000009267555],"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":[0.00007297967,0.00003371507,0.005352946,0.00002254303,0.000007682104,0.00006132098,0.00004500111,0.9576491,0.02486385,0.0007191812,0.00009865904,0.01107313],"study_design_scores_gemma":[9.339971e-7,0.00001921762,0.001707555,8.70136e-7,0.000001821981,0.000009576505,0.000003217034,0.9959764,0.002142625,0.00008970161,0.00004642448,0.00000170429],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8734367,0.0001229619,0.1242864,0.0000358686,0.000005823335,0.00002851144,0.0001858842,0.0002147172,0.001683246],"genre_scores_gemma":[0.994134,0.00005325215,0.005339602,0.000002558922,0.00000179025,0.0000101568,0.00009970002,0.000008641192,0.0003502688],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005714327,"threshold_uncertainty_score":0.01136214,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2115316664","doi":"10.1061/(asce)0733-9445(2008)134:1(96)","title":"Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation","year":2007,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":706,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; University of Toronto","funders":"University of Toronto; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Bracing; Dissipative system; Dissipation; Structural engineering; Residual; Frame (networking); Structural system; Braced frame; Simplicity; Computer science; Engineering; Mechanical engineering; Physics","authors":[{"name":"Constantin Christopoulos","is_ca":true},{"name":"Robert Tremblay","is_ca":true},{"name":"H.-J. Kim","is_ca":true},{"name":"Martin Lacerte","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005444640314957434,"gpt":0.2019170861872992,"spread":0.1964724458723418,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000637759,0.0004229681,0.0002726847,0.0003968662,0.0002096371,0.0003265394,0.0007138246,0.000272706,0.001314528],"category_scores_gemma":[0.000963674,0.0001340107,0.0001612968,0.0001899721,0.0004628036,0.0003270691,0.0003122575,0.000278349,0.0002569606],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002829946,"about_ca_system_score_gemma":0.0004326506,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009454884,"about_ca_topic_score_gemma":0.001030782,"domain_scores_codex":[0.9997162,0.00005636111,0.00001308004,0.00002303611,0.0001713159,0.00001985152],"domain_scores_gemma":[0.9996331,0.00009972219,0.00004564287,0.00008002014,0.0001172404,0.00002426357],"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":[0.0003679664,0.000460273,0.008948948,0.0008304921,0.00005816723,0.0002807961,0.0006838435,0.3211282,0.4495584,0.01554729,0.001303186,0.2008324],"study_design_scores_gemma":[0.00006968067,0.002100742,0.005941824,0.00004641706,0.00002639937,0.0001253589,0.0001298129,0.8087928,0.1741644,0.0007188428,0.007846028,0.00003772907],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5952913,0.000338414,0.3962419,0.00009138821,0.00005242441,0.0004193496,0.0001231698,0.0007532901,0.006688636],"genre_scores_gemma":[0.9649594,0.0001455367,0.03238738,0.00000607336,0.000004291033,0.0001217418,0.00007731351,0.00002129454,0.002277031],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001314528,"threshold_uncertainty_score":0.004397511,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2046302510","doi":"10.1061/(asce)0733-9445(2004)130:11(1692)","title":"Shear Strength Model for Lightly Reinforced Concrete Columns","year":2004,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":506,"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; University of Washington","keywords":"Structural engineering; Shear (geology); Shear strength (soil); Ductility (Earth science); Compressive strength; Transverse plane; Materials science; Reinforced concrete; Reinforcement; Geotechnical engineering; Column (typography); Geology; Composite material; Engineering; Creep","authors":[{"name":"Halil Sezen","is_ca":false},{"name":"Jack P. Moehle","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009391323940847568,"gpt":0.2166383818727013,"spread":0.2072470579318537,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002804315,0.0006218615,0.0004128396,0.0005574219,0.0001942159,0.0004763149,0.00129583,0.0006341357,0.002600327],"category_scores_gemma":[0.0009211304,0.0003104524,0.0005984834,0.0002763286,0.0003227998,0.0006263867,0.0002770229,0.0004904778,0.001187573],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005529335,"about_ca_system_score_gemma":0.0007647412,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005754989,"about_ca_topic_score_gemma":0.006183767,"domain_scores_codex":[0.9998327,0.00002357665,0.000009980781,0.00003463623,0.00007512663,0.00002389937],"domain_scores_gemma":[0.9997262,0.00008931522,0.0000729464,0.00002619122,0.00007249899,0.00001285724],"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":[0.00002633621,0.00002551717,0.001298458,0.00003129516,0.00001958101,0.0001091993,0.00003217789,0.9723779,0.0134781,0.003618086,0.00034376,0.008639653],"study_design_scores_gemma":[0.000004113798,0.00002560697,0.0005728257,0.000003552821,0.000006428998,0.00003280389,0.000004314628,0.9964198,0.001368371,0.001119374,0.0004376935,0.000005291906],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2298366,0.0006018786,0.756832,0.0002032971,0.00005823554,0.0001166643,0.0008612424,0.0009065649,0.01058339],"genre_scores_gemma":[0.9567654,0.0005553234,0.02614069,0.00008757185,0.00003137069,0.0001795684,0.0007393478,0.00009509379,0.01540567],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005754989,"threshold_uncertainty_score":0.01144296,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2017940924","doi":"10.1061/(asce)st.1943-541x.0000296","title":"Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05","year":2010,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":486,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; SENSHIN Medical Research Foundation","keywords":"Residual; Nonlinear system; Framing (construction); Structural engineering; Moment (physics); Geology; Mathematics; Engineering; Physics; Algorithm","authors":[{"name":"Jeffrey Erochko","is_ca":true},{"name":"Constantin Christopoulos","is_ca":true},{"name":"Robert Tremblay","is_ca":true},{"name":"Hyunhoon Choi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004074186014166297,"gpt":0.2124285212199431,"spread":0.2083543352057768,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003796252,0.0003680547,0.0003048611,0.000630743,0.0001770972,0.0002224936,0.0001965326,0.000283268,0.0005489128],"category_scores_gemma":[0.0008216387,0.0001733835,0.0002791412,0.0002518782,0.0003063263,0.0001274749,0.0001935202,0.0001264626,0.0001311045],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004370467,"about_ca_system_score_gemma":0.0002025539,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00614836,"about_ca_topic_score_gemma":0.01047443,"domain_scores_codex":[0.9998251,0.00003581397,0.00001000326,0.00002937694,0.00005398781,0.00004578798],"domain_scores_gemma":[0.9997587,0.00007055315,0.00005962241,0.00002590155,0.00005285351,0.00003253175],"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":[0.003971414,0.0003944006,0.1382635,0.0002079326,0.0001561068,0.0007417094,0.0007620541,0.4109024,0.388854,0.0007662978,0.000479242,0.0545009],"study_design_scores_gemma":[0.0001114687,0.00533879,0.461726,0.00003167049,0.0001039679,0.0003611596,0.0006593793,0.4601877,0.0704564,0.0002077526,0.0007294001,0.00008629549],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995289,0.00001449749,0.0002886468,0.000002095928,8.78229e-7,0.000001710092,0.00002079526,0.00000756687,0.0001349856],"genre_scores_gemma":[0.9995481,0.00001207127,0.0002583091,0.000001031599,3.360718e-7,0.000001318984,0.00005391925,0.000002429692,0.000122523],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00614836,"threshold_uncertainty_score":0.01222515,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2006890818","doi":"10.1061/(asce)0733-9445(2008)134:1(108)","title":"Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel Braces","year":2007,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":400,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bracing; Structural engineering; Dissipative system; Residual; Acceleration; Buckling; Incremental Dynamic Analysis; Seismic analysis; Response analysis; Ground motion; Geology; Engineering; Computer science; Physics; Brace","authors":[{"name":"Robert Tremblay","is_ca":true},{"name":"Martin Lacerte","is_ca":true},{"name":"Constantin Christopoulos","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003207557794556763,"gpt":0.1928726258589238,"spread":0.1896650680643671,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001223716,0.0002959506,0.000221447,0.0002145988,0.0001051066,0.0001407157,0.0001617105,0.0001792205,0.0007611989],"category_scores_gemma":[0.0003206554,0.0001246781,0.0001077027,0.0001146085,0.0002012552,0.0001286033,0.0001963419,0.0001029856,0.0001555074],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001596048,"about_ca_system_score_gemma":0.00009466208,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002212122,"about_ca_topic_score_gemma":0.00409962,"domain_scores_codex":[0.9999032,0.00001730457,0.000004278249,0.00001338934,0.00003230484,0.00002948472],"domain_scores_gemma":[0.9998376,0.00004922656,0.00003092577,0.00001716175,0.00003804427,0.00002711433],"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":[0.00254084,0.000349369,0.09711745,0.0001177788,0.0001400492,0.0009745492,0.0005994388,0.189352,0.6729215,0.0002496582,0.0003190209,0.03531836],"study_design_scores_gemma":[0.00009680616,0.003829013,0.4598655,0.00002074112,0.0001171295,0.0005494056,0.00131328,0.3941781,0.1386688,0.0001789514,0.001123501,0.00005883613],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9996089,0.000004676334,0.0002546434,0.000001815147,5.887014e-7,7.955519e-7,0.000007339729,0.000005592042,0.0001155788],"genre_scores_gemma":[0.9997923,0.000004931846,0.00007863018,0.000001298233,4.148928e-7,6.760268e-7,0.00001880863,0.000001103543,0.000101866],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002212122,"threshold_uncertainty_score":0.004398465,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2200470658","doi":"10.1061/(asce)0733-9445(2001)127:4(350)","title":"Disturbed Stress Field Model for Reinforced Concrete: Validation","year":2001,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":296,"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":"Structural engineering; Stress field; Stress (linguistics); Field (mathematics); Shear (geology); Principal stress; Compression (physics); Slip (aerodynamics); Shear stress; Materials science; Mechanics; Geotechnical engineering; Geology; Mathematics; Physics; Finite element method; Engineering; Composite material","authors":[{"name":"Frank J. Vecchio","is_ca":true},{"name":"Derek Lai","is_ca":true},{"name":"Wonbo Shim","is_ca":true},{"name":"Jia Q. Ng","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01122184236089482,"gpt":0.2325512655751034,"spread":0.2213294232142086,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006547931,0.0004129109,0.0003875759,0.0005220225,0.0002130041,0.0005931089,0.001426348,0.0006758252,0.001849933],"category_scores_gemma":[0.002109172,0.0001798765,0.000372248,0.0004135412,0.0006885953,0.0006655691,0.0005541471,0.0004032043,0.0005948781],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006331505,"about_ca_system_score_gemma":0.0009378024,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009812629,"about_ca_topic_score_gemma":0.004276224,"domain_scores_codex":[0.9996449,0.00007197053,0.00001654052,0.00003464769,0.0002041898,0.00002774397],"domain_scores_gemma":[0.9990298,0.0002488775,0.0001011778,0.0001961686,0.000376409,0.00004757722],"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":[0.00009900012,0.0000627365,0.001955862,0.00005900736,0.00001815329,0.0001614026,0.00007293013,0.9540756,0.009930101,0.01929308,0.0004260091,0.01384602],"study_design_scores_gemma":[0.000007910753,0.00003042475,0.0002407256,0.000004835705,0.00000183925,0.00003417493,0.000008572878,0.9954075,0.001079455,0.002658416,0.00052131,0.000004802665],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1702587,0.0002566293,0.816288,0.0001395346,0.0000561454,0.0001415002,0.0003583927,0.0009477882,0.01155342],"genre_scores_gemma":[0.9605317,0.0002423682,0.03472493,0.00003734114,0.00001662659,0.0001033027,0.0002341874,0.00008344302,0.004026166],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.009812629,"threshold_uncertainty_score":0.01951104,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2154716481","doi":"10.1061/(asce)0733-9445(2006)132:2(195)","title":"Shear Behavior of Corrugated Web Bridge Girders","year":2006,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":292,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Lehigh University; Pennsylvania Department of Community and Economic Development","keywords":"Girder; Structural engineering; Shear (geology); Buckling; Finite element method; Materials science; Engineering; Composite material; Geotechnical engineering","authors":[{"name":"Robert G. Driver","is_ca":true},{"name":"Mohamed Abbas","is_ca":true},{"name":"Richard Sause","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004818032837015956,"gpt":0.1927435402360327,"spread":0.1879255073990167,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003258441,0.0003275387,0.0003032164,0.0006242277,0.0001294622,0.0002400606,0.000266848,0.0003271782,0.001528943],"category_scores_gemma":[0.0008185,0.0002665439,0.0002291643,0.0002042398,0.0004078814,0.0001562262,0.0002407188,0.0002528934,0.0004529065],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001460375,"about_ca_system_score_gemma":0.00007607382,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008689426,"about_ca_topic_score_gemma":0.001961085,"domain_scores_codex":[0.9997733,0.0000204955,0.00002220164,0.00005375071,0.00009582694,0.00003443045],"domain_scores_gemma":[0.9994462,0.0001155057,0.0001207163,0.00008059238,0.0001790979,0.0000579252],"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":[0.0003839118,0.00004204977,0.03103874,0.00005119729,0.00004213559,0.000542525,0.0003961037,0.009848971,0.948563,0.0001773261,0.0001071796,0.008806701],"study_design_scores_gemma":[0.00005207378,0.004472535,0.4528713,0.00004876033,0.00009436189,0.0009479339,0.0005978809,0.03634552,0.503098,0.0002605825,0.001140648,0.00007054988],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994386,0.00002033579,0.0002952958,0.000001868377,0.000001695027,0.000001710107,0.00003668029,0.00001586542,0.0001879879],"genre_scores_gemma":[0.9990203,0.00002288952,0.0004552878,0.00000693304,8.52091e-7,0.00000234715,0.000118184,0.000007426236,0.0003658846],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001528943,"threshold_uncertainty_score":0.005114853,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2112365496","doi":"10.1061/(asce)0733-9445(2000)126:4(453)","title":"Unstiffened Steel Plate Shear Wall Performance under Cyclic Loading","year":2000,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":282,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Read Jones Christoffersen (Canada); University of British Columbia","funders":"","keywords":"Structural engineering; Steel plate shear wall; Infill; Shear wall; Shear (geology); Stiffness; Dissipation; Buckling; Engineering; Materials science; Composite material","authors":[{"name":"Adam S. Lubell","is_ca":true},{"name":"Helmut G. L. Prion","is_ca":true},{"name":"Carlos E. Ventura","is_ca":true},{"name":"Mahmoud Rezai","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005993605032679142,"gpt":0.1872914810785876,"spread":0.1812978760459085,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005700109,0.0007920503,0.000371652,0.0008169498,0.0002768721,0.0003126829,0.000563104,0.0004998594,0.001588205],"category_scores_gemma":[0.001036068,0.0002899479,0.0003207469,0.0004097854,0.0005561,0.0004233404,0.0005528168,0.000261521,0.0006931951],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001636235,"about_ca_system_score_gemma":0.0002261457,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001018455,"about_ca_topic_score_gemma":0.00218401,"domain_scores_codex":[0.9994764,0.00005907441,0.00004038827,0.00006067914,0.0002705579,0.00009297423],"domain_scores_gemma":[0.9991395,0.0001711565,0.0001524628,0.0001722,0.0002568309,0.0001078463],"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":[0.0006710996,0.00009508168,0.006178686,0.0001252839,0.00002650313,0.0003103319,0.0003365747,0.01562085,0.9644905,0.00009351834,0.0001017304,0.0119497],"study_design_scores_gemma":[0.00001705638,0.004039917,0.05477398,0.00002921374,0.00005738075,0.0002971257,0.0003984121,0.02089081,0.9185507,0.0001123374,0.0007805069,0.00005264519],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986671,0.00008337588,0.0007235523,0.000005355079,0.000005726333,0.000004905149,0.000058236,0.000033177,0.0004185489],"genre_scores_gemma":[0.9984666,0.00009544566,0.0004750112,0.000007263322,0.000002745056,0.000007490597,0.0001812125,0.0000179432,0.0007463032],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001588205,"threshold_uncertainty_score":0.005313039,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2007013559","doi":"10.1061/(asce)0733-9445(2008)134:11(1768)","title":"Friction Damped Posttensioned Self-Centering Steel Moment-Resisting Frames","year":2008,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":215,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"University of Toronto","keywords":"Dissipation; Structural engineering; Stiffness; Damper; Materials science; Moment (physics); Connection (principal bundle); Hinge; Beam (structure); Mechanics; Engineering; Physics; Classical mechanics","authors":[{"name":"Hyung‐Joon Kim","is_ca":true},{"name":"Constantin Christopoulos","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006874600675518561,"gpt":0.187686390732841,"spread":0.1808117900573224,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001597077,0.0005819275,0.0002595039,0.0004485584,0.0001553058,0.0002161754,0.001116586,0.0003837108,0.001762589],"category_scores_gemma":[0.0003007829,0.0002158998,0.0001975638,0.0002116804,0.0002836012,0.0004195723,0.0002581159,0.0002474402,0.0003911462],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002175021,"about_ca_system_score_gemma":0.0001745513,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004240298,"about_ca_topic_score_gemma":0.001041311,"domain_scores_codex":[0.9997845,0.00001320805,0.00001011399,0.00005146832,0.0001138425,0.0000269075],"domain_scores_gemma":[0.999747,0.00001475827,0.0001058993,0.00004341731,0.00005504276,0.00003383169],"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":[0.0001821353,0.00005855152,0.002373161,0.0002108763,0.00002482275,0.0005618234,0.0001175991,0.006424176,0.9350817,0.002280396,0.0007801477,0.05190452],"study_design_scores_gemma":[0.0001412891,0.003879753,0.03695494,0.00006001112,0.0001202131,0.002226347,0.0000935143,0.1084883,0.8143018,0.0007005544,0.03289214,0.0001411208],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8552461,0.0005938062,0.1382043,0.00004831803,0.0001498798,0.00009431916,0.0001441483,0.00124568,0.004273458],"genre_scores_gemma":[0.9714357,0.0001070054,0.0250331,0.00001194357,0.00001934459,0.00002306539,0.0000760065,0.00002455265,0.003269254],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001762589,"threshold_uncertainty_score":0.005896509,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2037834621","doi":"10.1061/(asce)0733-9445(2004)130:4(631)","title":"Concrete-Filled Steel Tubes Subjected to Axial Compression and Lateral Cyclic Loads","year":2004,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":204,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"University of Manitoba","keywords":"Materials science; Structural engineering; Ductility (Earth science); Concentric; Stiffness; Flexural strength; Beam (structure); Compression (physics); Composite material; Composite number; Engineering; Creep","authors":[{"name":"Amir Fam","is_ca":true},{"name":"Frank S. Qie","is_ca":false},{"name":"Sami Rizkalla","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004325545377796753,"gpt":0.198051544044286,"spread":0.1937259986664892,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003777386,0.0005949328,0.0003461501,0.000557031,0.0004229514,0.0001326367,0.0003358131,0.0004128335,0.001991782],"category_scores_gemma":[0.0007316759,0.0002790401,0.0002803357,0.0002939429,0.0006987652,0.0002734973,0.0003687246,0.0002738326,0.0002530384],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002494004,"about_ca_system_score_gemma":0.0003046281,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001533497,"about_ca_topic_score_gemma":0.003276768,"domain_scores_codex":[0.9994942,0.00007792267,0.00002557957,0.00005534468,0.0002599616,0.000086873],"domain_scores_gemma":[0.9995027,0.0001500421,0.0001255956,0.00005724632,0.0001050941,0.00005932188],"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":[0.0009332058,0.0001579715,0.003202617,0.0001012323,0.00002099905,0.0002950422,0.0002635033,0.008092467,0.9810905,0.0001338271,0.00006775248,0.005640863],"study_design_scores_gemma":[0.00002278,0.003583547,0.02480025,0.00002222677,0.0000419757,0.0002333253,0.0002959361,0.01631536,0.9538656,0.0001156546,0.0006771293,0.00002623012],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986711,0.00005218734,0.0007743287,0.000007202708,0.000006883498,0.00002290839,0.00006001361,0.0000187128,0.0003867676],"genre_scores_gemma":[0.9980927,0.00007887298,0.0009868945,0.000006994463,0.000005639301,0.00002785541,0.00009068758,0.000007510635,0.0007027851],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001991782,"threshold_uncertainty_score":0.006663144,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2088238609","doi":"10.1061/(asce)st.1943-541x.0001109","title":"Design and Testing of an Enhanced-Elongation Telescoping Self-Centering Energy-Dissipative Brace","year":2014,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":170,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; University of Toronto; Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Brace; Telescoping series; Bracing; Structural engineering; Dissipation; Dissipative system; Frame (networking); Residual; Damper; Computer science; Engineering; Physics; Mechanical engineering","authors":[{"name":"Jeffrey Erochko","is_ca":true},{"name":"Constantin Christopoulos","is_ca":true},{"name":"Robert Tremblay","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006725734547388272,"gpt":0.1998715889970464,"spread":0.1931458544496581,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000786864,0.0004781906,0.0005072718,0.0006379116,0.0003139952,0.0004243914,0.001798929,0.0004513054,0.002701766],"category_scores_gemma":[0.001085624,0.0002811679,0.0002208629,0.0002589518,0.0005336895,0.0006902737,0.0004669791,0.0003144745,0.0008338446],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004545889,"about_ca_system_score_gemma":0.0009928808,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009502161,"about_ca_topic_score_gemma":0.001453436,"domain_scores_codex":[0.999167,0.00007448198,0.00006307979,0.0001165678,0.0004833519,0.00009551497],"domain_scores_gemma":[0.9989556,0.00009449444,0.0001522455,0.0001454381,0.0005307256,0.0001215381],"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":[0.0003787532,0.0002715481,0.002500279,0.0006589429,0.00004918238,0.0003694759,0.0003746776,0.008705458,0.9012255,0.002976294,0.002008897,0.08048098],"study_design_scores_gemma":[0.0003361247,0.005278314,0.007823438,0.00009736119,0.00009627206,0.0006508052,0.0002325441,0.07909486,0.8711678,0.0003443649,0.03476866,0.0001094133],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7120335,0.000728612,0.2720155,0.0003069555,0.0003348948,0.00124553,0.0003880638,0.001705105,0.01124182],"genre_scores_gemma":[0.9234483,0.0002239715,0.06769428,0.0000629702,0.00001673941,0.0003186779,0.0002232245,0.00008993428,0.007921932],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002701766,"threshold_uncertainty_score":0.00903827,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2083501658","doi":"10.1061/(asce)st.1943-541x.0001011","title":"Computational Approach for Collapse Assessment of Concentrically Braced Frames in Seismic Regions","year":2014,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":170,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"McGill University","keywords":"Brace; Braced frame; Structural engineering; Stiffness; Shear (geology); Geology; Computer science; Frame (networking); Engineering","authors":[{"name":"Emre Karamanci","is_ca":true},{"name":"Dimitrios G. Lignos","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006661641429029827,"gpt":0.2340746502918187,"spread":0.2274130088627889,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005455405,0.0005809325,0.0006308919,0.0009635124,0.0005176498,0.000678636,0.001187546,0.000860423,0.001802692],"category_scores_gemma":[0.001836521,0.0004075181,0.0005242914,0.0004650577,0.000518662,0.0004980948,0.0008394675,0.0005084581,0.0001961007],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006145645,"about_ca_system_score_gemma":0.0009900725,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01000305,"about_ca_topic_score_gemma":0.01108847,"domain_scores_codex":[0.9998106,0.00006123854,0.000009657886,0.00002883053,0.00005910482,0.00003059946],"domain_scores_gemma":[0.9994113,0.0003275728,0.00007194823,0.00003857654,0.0001138443,0.00003660081],"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":[0.0000252839,0.00001527456,0.0009192015,0.00002527797,0.000007720168,0.00007433839,0.00004356501,0.9887717,0.001700111,0.002030955,0.00009577591,0.006290741],"study_design_scores_gemma":[0.000001355683,0.000004861635,0.0001146639,0.000002120242,0.000001214588,0.00000609065,0.00001006592,0.9993289,0.0001760462,0.0002848702,0.00006830679,0.000001533204],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1797726,0.0001350716,0.8138711,0.000109696,0.00001784958,0.0001233192,0.0002141501,0.0003357056,0.005420508],"genre_scores_gemma":[0.8963971,0.0001366172,0.101966,0.00002554638,0.00001642038,0.0001409329,0.0002045141,0.00006995114,0.00104292],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01000305,"threshold_uncertainty_score":0.01988965,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2115539640","doi":"10.1061/(asce)0733-9445(2004)130:3(460)","title":"Experimental and Analytical Reexamination of Classic Concrete Beam Tests","year":2004,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":162,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Toronto","funders":"","keywords":"Structural engineering; Finite element method; Reinforcement; Beam (structure); Shear (geology); Reinforced concrete; Engineering; Materials science","authors":[{"name":"Frank J. Vecchio","is_ca":true},{"name":"Wonbo Shim","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00845326246163064,"gpt":0.2313830772473671,"spread":0.2229298147857365,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002167605,0.0009245569,0.000681907,0.001367347,0.0009686817,0.0004671733,0.001660365,0.001057699,0.003125374],"category_scores_gemma":[0.003735005,0.0005706365,0.0003239908,0.001123762,0.001085517,0.0009355449,0.001135065,0.001163645,0.0008355663],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001053316,"about_ca_system_score_gemma":0.0005910469,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003259161,"about_ca_topic_score_gemma":0.006157256,"domain_scores_codex":[0.9971264,0.000277824,0.00022018,0.0004460822,0.001682973,0.0002466885],"domain_scores_gemma":[0.9951544,0.0006558947,0.0003122786,0.001203838,0.002457127,0.0002165413],"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":[0.0004662395,0.0007861331,0.004162302,0.0004484179,0.00001592105,0.0002161561,0.0006397753,0.004612525,0.9561074,0.001518995,0.0006609602,0.03036509],"study_design_scores_gemma":[0.00007420727,0.005367043,0.0225381,0.00009327723,0.00004790176,0.000415072,0.0002971579,0.007620188,0.9502559,0.0007515682,0.01244399,0.0000956345],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.899532,0.001281769,0.08157822,0.0001424578,0.0001812215,0.001455946,0.00174806,0.0008116148,0.01326875],"genre_scores_gemma":[0.9398051,0.001270443,0.04801242,0.0001294164,0.00007618382,0.0009877356,0.001340457,0.0001646647,0.008213636],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003259161,"threshold_uncertainty_score":0.01146358,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2004889927","doi":"10.1061/(asce)0733-9445(2003)129:12(1596)","title":"Local Buckling Tests on Cold-Formed Steel Beams","year":2003,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":162,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Buckling; Cold-formed steel; Structural engineering; Classification of discontinuities; Bending; Cold forming; Flexural strength; Axial symmetry; Materials science; Engineering; Mathematics; Mathematical analysis","authors":[{"name":"Cheng Yu","is_ca":false},{"name":"Benjamin W. Schafer","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005672493858979876,"gpt":0.2000347798951641,"spread":0.1943622860361842,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006596969,0.0005781033,0.0002904961,0.0008546717,0.0004113527,0.0001400392,0.0007807305,0.0004348114,0.002647363],"category_scores_gemma":[0.001308489,0.0002458823,0.0003755775,0.0004509176,0.0003832531,0.0003641177,0.0006391567,0.0004193148,0.0006853996],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002612954,"about_ca_system_score_gemma":0.000207313,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001295201,"about_ca_topic_score_gemma":0.004242963,"domain_scores_codex":[0.999138,0.00006333287,0.00006637741,0.0001083774,0.0005120942,0.0001119321],"domain_scores_gemma":[0.9978454,0.0005638064,0.0003037363,0.0002420071,0.0007756288,0.0002695066],"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":[0.000709859,0.0001765426,0.003989484,0.0001100376,0.00001876056,0.0002966499,0.00046787,0.005538614,0.9759284,0.0001503181,0.0001986054,0.01241487],"study_design_scores_gemma":[0.00004091172,0.004738934,0.02558544,0.00002340819,0.00002670914,0.000203577,0.000226386,0.007207055,0.9609202,0.00007731444,0.000917669,0.00003256949],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.994357,0.00008795704,0.003368763,0.000009942862,0.00000918602,0.00003782209,0.0001639744,0.0000980359,0.001867321],"genre_scores_gemma":[0.9926788,0.00007641706,0.002684965,0.00003268184,0.000004547247,0.00003505304,0.0002919109,0.00003534566,0.004160362],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002647363,"threshold_uncertainty_score":0.008856356,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2167507590","doi":"10.1061/(asce)0733-9445(2007)133:9(1316)","title":"Classification and Seismic Safety Evaluation of Existing Reinforced Concrete Columns","year":2007,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":160,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Probabilistic logic; Fragility; Structural engineering; Column (typography); Shear (geology); Reinforced concrete; Computer science; Shear strength (soil); Bayesian probability; Geotechnical engineering; Geology; Reliability engineering; Engineering; Artificial intelligence","authors":[{"name":"Li Zhu","is_ca":true},{"name":"Kenneth J. Elwood","is_ca":true},{"name":"Terje Haukaas","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02590208059620041,"gpt":0.2678254112424664,"spread":0.241923330646266,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000857774,0.0003408934,0.0002092162,0.001807219,0.0002880015,0.0005053544,0.0003170747,0.0004481,0.0005870874],"category_scores_gemma":[0.003248178,0.000137597,0.0002443639,0.000517252,0.0003590226,0.0005156059,0.0002247061,0.0002232665,0.0001733143],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008276058,"about_ca_system_score_gemma":0.0005704796,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006001985,"about_ca_topic_score_gemma":0.007140321,"domain_scores_codex":[0.9994757,0.0001193058,0.00003147065,0.00009059292,0.00023767,0.00004526565],"domain_scores_gemma":[0.9967027,0.001114081,0.0007253825,0.0002169947,0.001103484,0.0001373532],"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":[0.0007658137,0.0003190417,0.1437707,0.000118923,0.00005832154,0.0002192991,0.0002304824,0.6132219,0.04852675,0.001946177,0.000799084,0.1900235],"study_design_scores_gemma":[0.000006842074,0.000155023,0.0304493,0.00001064656,0.00001371915,0.00005344718,0.00009431402,0.9520145,0.01596876,0.0008044132,0.0004144312,0.00001467863],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9708744,0.00008907416,0.02784778,0.00004798683,0.000009591079,0.00003000864,0.0002331357,0.0001117907,0.0007564006],"genre_scores_gemma":[0.9941906,0.0000387111,0.004981447,0.000004634891,0.000006239056,0.000007486697,0.000392255,0.000005842367,0.0003728909],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006001985,"threshold_uncertainty_score":0.0119341,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1971746977","doi":"10.1061/(asce)0733-9445(2008)134:5(738)","title":"Confinement Reinforcement Design for Reinforced Concrete Columns","year":2008,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":116,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Reinforcement; Structural engineering; Parametric statistics; Ductility (Earth science); Curvature; Transverse plane; Engineering; Computer science; Mathematics; Materials science; Geometry; Composite material","authors":[{"name":"Patrick Paultre","is_ca":true},{"name":"Frédéric Légeron","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02099296977361718,"gpt":0.2203362690700612,"spread":0.199343299296444,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002295417,0.0003368807,0.0002172462,0.0002159918,0.0001911333,0.0003067977,0.0003661659,0.0002520843,0.001375398],"category_scores_gemma":[0.0005879928,0.0002080594,0.0002034957,0.0001005569,0.0002383589,0.0002145841,0.0002380362,0.0002364188,0.000295716],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006278363,"about_ca_system_score_gemma":0.0005632817,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004856809,"about_ca_topic_score_gemma":0.0104117,"domain_scores_codex":[0.9998287,0.00003202178,0.000006069192,0.00002409412,0.00008898657,0.00002003977],"domain_scores_gemma":[0.9998405,0.00004733444,0.00003742949,0.000008294846,0.00005764451,0.000008704588],"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":[0.0000304003,0.00001703199,0.001291761,0.0001066702,0.00001152727,0.00008713974,0.0001166915,0.8743577,0.04217465,0.02057121,0.001051419,0.06018374],"study_design_scores_gemma":[0.000012209,0.00004758096,0.0005854264,0.00001485671,0.0000104799,0.00006324559,0.00002008165,0.9769055,0.0124926,0.002036869,0.007799204,0.00001208769],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03970455,0.0002136951,0.9533117,0.00004634899,0.00001707499,0.00004655317,0.00005579017,0.0003097921,0.006294521],"genre_scores_gemma":[0.8283497,0.0004222099,0.1633961,0.00003691295,0.00001954304,0.000141617,0.0001126801,0.0002177699,0.007303421],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004856809,"threshold_uncertainty_score":0.009657025,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2413879854","doi":"10.1061/(asce)st.1943-541x.0001572","title":"Cross-Laminated Timber Shear Connections with Double-Angled Self-Tapping Screw Assemblies","year":2016,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":113,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Mitacs","keywords":"Cross laminated timber; Structural engineering; Stiffness; Ductility (Earth science); Shear (geology); Materials science; Yield (engineering); Connection (principal bundle); Seismic loading; Composite material; Displacement (psychology); Shear wall; Engineering; Creep","authors":[{"name":"Afrin Hossain","is_ca":true},{"name":"Ilana Danzig","is_ca":true},{"name":"Thomas Tannert","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00888807341289736,"gpt":0.2089068896538898,"spread":0.2000188162409925,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003992392,0.0006163186,0.0003303952,0.000669388,0.0001855614,0.0003401137,0.000673384,0.0003508269,0.002072084],"category_scores_gemma":[0.0007241688,0.0003323345,0.0002854496,0.0003883161,0.0002751167,0.0005315043,0.0004858451,0.0002630893,0.0005957593],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001480726,"about_ca_system_score_gemma":0.0001402714,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002250416,"about_ca_topic_score_gemma":0.0009127868,"domain_scores_codex":[0.9996228,0.00004538921,0.0000383122,0.00008345113,0.0001598328,0.00005008742],"domain_scores_gemma":[0.999346,0.00009203683,0.0002104403,0.0001109008,0.0001735062,0.00006727807],"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":[0.0001830311,0.00005493001,0.004470261,0.0001377882,0.00002829548,0.0002927756,0.0001317858,0.002352162,0.9696913,0.0002066295,0.0001249655,0.02232611],"study_design_scores_gemma":[0.00002673517,0.002214054,0.02933531,0.0000212062,0.00005848556,0.0007186818,0.0001168539,0.01363829,0.950126,0.00008147359,0.003634699,0.00002828522],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9816937,0.0001313238,0.01705119,0.000008099219,0.00002547396,0.00002542387,0.00004473874,0.0002762493,0.0007438462],"genre_scores_gemma":[0.986875,0.00006595712,0.01195861,0.000008108498,0.000008651362,0.00001519394,0.00007021943,0.00002773116,0.0009706189],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002072084,"threshold_uncertainty_score":0.006931841,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2049095680","doi":"10.1061/(asce)0733-9445(2008)134:10(1627)","title":"Lateral Response Evaluation of Fiber-Reinforced Neoprene Seismic Isolators Utilized in an Unbonded Application","year":2008,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":110,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Neoprene; Structural engineering; Isolator; Bearing (navigation); Stiffness; Elastomer; Materials science; Displacement (psychology); Deformation (meteorology); Natural rubber; Composite material; Engineering; Computer science","authors":[{"name":"Hamid Toopchi‐Nezhad","is_ca":true},{"name":"Michael J. Tait","is_ca":true},{"name":"Robert G. Drysdale","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01301311229420326,"gpt":0.2447959759627751,"spread":0.2317828636685718,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002873175,0.0004159705,0.0001850764,0.0002250197,0.0001122208,0.0001265384,0.0003159206,0.0002373368,0.001167191],"category_scores_gemma":[0.0007288115,0.0001258239,0.0001227372,0.0001035948,0.0002546515,0.0002376749,0.0002138197,0.0001477998,0.000267907],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000114861,"about_ca_system_score_gemma":0.00009488802,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002480221,"about_ca_topic_score_gemma":0.0007217189,"domain_scores_codex":[0.9997017,0.00005244757,0.00001350011,0.00004439217,0.0001425144,0.00004546765],"domain_scores_gemma":[0.9993147,0.0001659144,0.0001738348,0.00005901666,0.0002232113,0.00006337634],"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":[0.0002638328,0.00003819273,0.0009700006,0.0000402526,0.000003643057,0.00005123577,0.00007599125,0.0004147081,0.9952806,0.00001187898,0.00002034406,0.002829308],"study_design_scores_gemma":[0.00001651682,0.00274572,0.01792664,0.000007338934,0.00001702725,0.0001468998,0.0001868542,0.005025632,0.973233,0.00001247086,0.000668309,0.00001356669],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987698,0.00003684008,0.0009897938,0.000004770833,0.000004314357,0.000004490476,0.00001517863,0.00001683514,0.0001578422],"genre_scores_gemma":[0.9991063,0.00002705727,0.0005143257,0.000005337464,0.000001837264,0.000003383964,0.00002374765,0.000005357536,0.0003126928],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001167191,"threshold_uncertainty_score":0.003904581,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2072140904","doi":"10.1061/(asce)0733-9445(2007)133:3(347)","title":"Analysis of Flange Transverse Bending of Corrugated Web I-Girders under In-Plane Loads","year":2007,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":109,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Pennsylvania Department of Transportation","keywords":"Flange; Girder; Structural engineering; Finite element method; Transverse plane; Bending; Shear (geology); Engineering; Bending moment; Beam (structure); Shear force; T-beam; Materials science; Composite material","authors":[{"name":"Mohamed Abbas","is_ca":true},{"name":"Richard Sause","is_ca":true},{"name":"Robert G. Driver","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005868849832221875,"gpt":0.2132550171182914,"spread":0.2073861672860695,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001770587,0.0003536132,0.00021955,0.0004287219,0.0001407608,0.000171326,0.0003841384,0.0002871373,0.001222759],"category_scores_gemma":[0.0005438731,0.0001800457,0.0002103667,0.0001833888,0.0004401179,0.0002001548,0.0001328354,0.0001333714,0.0002258309],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001761197,"about_ca_system_score_gemma":0.0001263563,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001126544,"about_ca_topic_score_gemma":0.001976566,"domain_scores_codex":[0.9998277,0.00001769283,0.000005482933,0.00002549269,0.00009815238,0.00002536847],"domain_scores_gemma":[0.9996537,0.0001386939,0.00005606799,0.00004735188,0.00008651165,0.00001771527],"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":[0.0002129665,0.00007400599,0.01073316,0.0001704556,0.00003295749,0.0003984574,0.0002434899,0.1070221,0.8557513,0.0004638773,0.0001448713,0.02475239],"study_design_scores_gemma":[0.00002416702,0.0008076563,0.08606698,0.00002189669,0.00004880863,0.0004935975,0.0003694243,0.5256822,0.3850033,0.0003895624,0.001049368,0.000043018],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9842318,0.00002564791,0.0145544,0.000006745498,0.000002736189,0.000008504158,0.00004184864,0.00007659468,0.001051711],"genre_scores_gemma":[0.9968324,0.00002421501,0.002677168,0.000003927649,0.00000110393,0.000006006962,0.00004796214,0.000009611996,0.000397607],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001222759,"threshold_uncertainty_score":0.004090548,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2061029672","doi":"10.1061/(asce)0733-9445(2008)134:11(1754)","title":"Behavior of Fully Grouted Reinforced Concrete Masonry Shear Walls Failing in Flexure: Experimental Results","year":2008,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":107,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"","keywords":"Reinforcement; Materials science; Ductility (Earth science); Structural engineering; Dissipation; Compression (physics); Masonry; Flexural strength; Compressive strength; Composite material; Shear (geology); Displacement (psychology); Geotechnical engineering; Geology; Engineering; Creep","authors":[{"name":"Marwan Shedid","is_ca":true},{"name":"Robert G. Drysdale","is_ca":true},{"name":"Wael El‐Dakhakhni","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0128191736677286,"gpt":0.2257724005264736,"spread":0.212953226858745,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002994027,0.0004787486,0.0003418744,0.0002601088,0.0002402708,0.0001260135,0.0004398798,0.0004860979,0.002257902],"category_scores_gemma":[0.000537861,0.0002634457,0.0002382837,0.0001424259,0.0005972221,0.0003000128,0.0004412857,0.000301465,0.0003311612],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001265205,"about_ca_system_score_gemma":0.00008986005,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005850382,"about_ca_topic_score_gemma":0.001685099,"domain_scores_codex":[0.9997235,0.00003783789,0.00001952835,0.00004256046,0.0001115001,0.00006498775],"domain_scores_gemma":[0.9995516,0.0001244625,0.00008634786,0.00009794333,0.00008354145,0.00005600231],"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":[0.0004114823,0.0002074719,0.004562896,0.00007596687,0.00001308491,0.0002468353,0.0002433187,0.006358999,0.9842618,0.0000480372,0.00003872684,0.003531433],"study_design_scores_gemma":[0.00003728932,0.007128565,0.03596336,0.0000200893,0.00003061383,0.0003813776,0.0002378432,0.01342589,0.9421709,0.00007043107,0.0004941261,0.00003955299],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993788,0.00002425553,0.0004389425,0.000001883876,9.916873e-7,0.000003596259,0.00004888937,0.0000145691,0.00008803065],"genre_scores_gemma":[0.9986993,0.00002730484,0.0006953388,0.00000399931,0.000001202078,0.000006513932,0.0001039637,0.000007383343,0.0004549356],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002257902,"threshold_uncertainty_score":0.007553458,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2002806122","doi":"10.1061/(asce)0733-9445(2006)132:4(497)","title":"Distortional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigation","year":2006,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":96,"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":"Buckling; Structural engineering; Materials science; Cold forming; Austenitic stainless steel; Cold-formed steel; Finite element method; Compression (physics); Metallurgy; Austenite; Stress (linguistics); Composite material; Engineering; Corrosion; Microstructure","authors":[{"name":"Maura Lecce","is_ca":false},{"name":"Kim J.R. Rasmussen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004680738406310806,"gpt":0.188872595765107,"spread":0.1841918573587962,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003704939,0.0003799376,0.0003321825,0.0002564985,0.0004352325,0.0001520598,0.0005221798,0.0003637997,0.001983898],"category_scores_gemma":[0.0007609556,0.0003209353,0.0002192944,0.0001960383,0.0005822673,0.0002421093,0.0004213963,0.0003936885,0.0002638861],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003406532,"about_ca_system_score_gemma":0.0002728644,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001289398,"about_ca_topic_score_gemma":0.003377887,"domain_scores_codex":[0.9995945,0.00002401519,0.00002327266,0.00007244992,0.0002015902,0.0000841303],"domain_scores_gemma":[0.9991423,0.0002319486,0.000145097,0.0001973244,0.0001867633,0.00009652557],"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":[0.0001479924,0.00006919417,0.001149953,0.00005733259,0.000005205895,0.0001499242,0.0002046182,0.001732141,0.994214,0.00006899241,0.00002693834,0.002173708],"study_design_scores_gemma":[0.00002642319,0.002181736,0.01417089,0.000009087727,0.00001152457,0.0002616881,0.0001394219,0.005193561,0.9771814,0.00003701407,0.0007672248,0.00001996692],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979149,0.00005611028,0.001454303,0.000004806115,0.000004063212,0.00003239217,0.00003978052,0.00002345627,0.0004702164],"genre_scores_gemma":[0.9962175,0.00006676458,0.002305806,0.000007510995,0.000002881422,0.00001934736,0.0000789725,0.00001484795,0.00128644],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001983898,"threshold_uncertainty_score":0.006636858,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1986737555","doi":"10.1061/(asce)st.1943-541x.0000123","title":"Effect of Wall Flexibility on Dynamic Response of Concrete Rectangular Liquid Storage Tanks under Horizontal and Vertical Ground Motions","year":2009,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":95,"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":"Finite element method; Flexibility (engineering); Structural engineering; Acceleration; Geotechnical engineering; Storage tank; Mechanics; Fluid–structure interaction; Seismic analysis; Seismic loading; Convection; Geology; Engineering; Mechanical engineering; Physics; Mathematics","authors":[{"name":"Amirreza Ghaemmaghami","is_ca":true},{"name":"M. Reza Kianoush","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004501276995390146,"gpt":0.2402183787460887,"spread":0.2357171017506986,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002385342,0.0003559907,0.0002564545,0.0002770736,0.0001639503,0.0003172389,0.0001861086,0.0004035198,0.001094454],"category_scores_gemma":[0.0009385791,0.0001953751,0.0003356655,0.0001614169,0.000578846,0.0003420765,0.0003952054,0.0002110536,0.0001383798],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001359587,"about_ca_system_score_gemma":0.0001738361,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001109,"about_ca_topic_score_gemma":0.001172779,"domain_scores_codex":[0.9998507,0.00003979915,0.000009186487,0.00001913856,0.00003921308,0.00004190584],"domain_scores_gemma":[0.9995208,0.000272996,0.00009279464,0.00004853671,0.00002964905,0.00003515611],"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":[0.0007300817,0.00006022269,0.007793084,0.00008990106,0.0000419036,0.0006749747,0.000223906,0.6850986,0.2941495,0.0004983306,0.00009446652,0.010545],"study_design_scores_gemma":[0.00003156378,0.0006681074,0.0168887,0.00002599626,0.00005635364,0.0002105054,0.0003611911,0.8631499,0.1178776,0.0002907543,0.0003945832,0.00004471957],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9933206,0.00003873026,0.005948483,0.00001828759,0.000004480754,0.000002886098,0.0000207937,0.00004126532,0.0006045141],"genre_scores_gemma":[0.9994878,0.00001972158,0.0003482612,0.000002805638,6.506501e-7,0.000001548722,0.00001070668,0.000003443081,0.0001251417],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001109,"threshold_uncertainty_score":0.003661335,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2091710501","doi":"10.1061/(asce)st.1943-541x.0000066","title":"Analysis of Steel Plate Shear Walls Using the Modified Strip Model","year":2009,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":94,"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 British Columbia; Canadian Institute of Steel Construction","keywords":"Shear wall; STRIPS; Structural engineering; Shear (geology); Parametric statistics; Steel plate shear wall; Stiffness; Materials science; Engineering; Composite material; Mathematics","authors":[{"name":"Jonah J. Shishkin","is_ca":true},{"name":"Robert G. Driver","is_ca":true},{"name":"Gilbert Y. Grondin","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01579395655557404,"gpt":0.2319360200864902,"spread":0.2161420635309162,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002220879,0.0005019258,0.0003447442,0.0003736341,0.0001323154,0.000417277,0.00071521,0.0005379192,0.001556924],"category_scores_gemma":[0.0003618799,0.0003135964,0.0006459203,0.0002508292,0.0002812736,0.0003991893,0.0003236663,0.0003055941,0.0005330637],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000167907,"about_ca_system_score_gemma":0.0003590189,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001018613,"about_ca_topic_score_gemma":0.00117149,"domain_scores_codex":[0.9998777,0.00002330466,0.000007026692,0.00001800817,0.00006131552,0.00001263187],"domain_scores_gemma":[0.9998426,0.00005169948,0.00002840927,0.00003482006,0.0000361188,0.000006388987],"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":[0.00004791929,0.00002233343,0.0008702188,0.00005108381,0.000018453,0.0001913146,0.00004033824,0.8934217,0.08783141,0.005631003,0.0003003982,0.0115738],"study_design_scores_gemma":[0.000003238346,0.00003811109,0.0004743171,0.000003955354,0.000004086012,0.00003123738,0.000008288489,0.9937642,0.004472847,0.0005739396,0.0006206866,0.00000519],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3410582,0.0001993624,0.6469944,0.0000707639,0.00004120636,0.00007902909,0.000242066,0.0004536443,0.01086122],"genre_scores_gemma":[0.9234614,0.0002693053,0.0690943,0.00001863015,0.00001230069,0.0000886877,0.0002843099,0.000073172,0.006697853],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001556924,"threshold_uncertainty_score":0.005208433,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2155821773","doi":"10.1061/(asce)0733-9445(2005)131:9(1422)","title":"Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments","year":2005,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","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":"Stiffening; Cracking; Stiffness; Structural engineering; Tension (geology); Shear (geology); Ultimate tensile strength; Materials science; Engineering; Composite material","authors":[{"name":"Evan C. Bentz","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0349410877885633,"gpt":0.2448566330923378,"spread":0.2099155453037745,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00704389,0.0009582707,0.0007939992,0.0007139028,0.0006507455,0.001426625,0.002378872,0.003232947,0.004565778],"category_scores_gemma":[0.02295563,0.000950475,0.0005022522,0.0004208373,0.002225824,0.004291695,0.00238116,0.002475108,0.00136896],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001149942,"about_ca_system_score_gemma":0.0008284623,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001963549,"about_ca_topic_score_gemma":0.002425797,"domain_scores_codex":[0.9980637,0.000904266,0.00009367752,0.0002603881,0.0005427011,0.0001352909],"domain_scores_gemma":[0.9895434,0.006909953,0.0006618838,0.001933803,0.0007651248,0.0001857819],"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":[0.00030772,0.0003362941,0.006435969,0.0003893431,0.00006468433,0.0004835078,0.0009940015,0.6153404,0.05029638,0.2637929,0.004220325,0.05733841],"study_design_scores_gemma":[0.00003805058,0.00007851107,0.0009261533,0.00004276653,0.000007983406,0.00005655862,0.00005212701,0.921764,0.00387824,0.07060574,0.002510889,0.00003901431],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.09316843,0.0006530738,0.8884487,0.002125978,0.0002134188,0.00019436,0.0001868228,0.0009713249,0.01403791],"genre_scores_gemma":[0.876719,0.000883507,0.1135133,0.00064214,0.0001262689,0.0005428116,0.0001494242,0.000656186,0.006767374],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00704389,"threshold_uncertainty_score":0.03725207,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2041161219","doi":"10.1061/(asce)0733-9445(2005)131:9(1363)","title":"Seismic Performance of Concentrically Braced Steel Frames in Multistory Buildings with Mass Irregularity","year":2005,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Federal Emergency Management Agency","keywords":"Structural engineering; Setback; Seismic analysis; Discontinuity (linguistics); Response spectrum; Incremental Dynamic Analysis; Engineering; Mathematics; Civil engineering","authors":[{"name":"Robert Tremblay","is_ca":true},{"name":"Laure Poncet","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003288363902431865,"gpt":0.1804530592108241,"spread":0.1771646953083923,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003442111,0.0005096355,0.0003176393,0.0003869559,0.0001557221,0.0002145986,0.0003068133,0.0004347886,0.0006949807],"category_scores_gemma":[0.0009990628,0.0001741324,0.0001864482,0.0001863464,0.0003688913,0.0001624181,0.0002291228,0.0001356527,0.0001776836],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000220481,"about_ca_system_score_gemma":0.0001369612,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00175533,"about_ca_topic_score_gemma":0.003084569,"domain_scores_codex":[0.9998442,0.00003464456,0.000008590713,0.00001881358,0.00004917114,0.00004455692],"domain_scores_gemma":[0.9995609,0.0001773688,0.00008698242,0.00004309746,0.00007395589,0.00005765164],"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":[0.005661905,0.0003275533,0.02554728,0.0001389071,0.00007906812,0.001136183,0.000578191,0.2150178,0.7210188,0.0003492147,0.0001701849,0.02997491],"study_design_scores_gemma":[0.0001861345,0.009866493,0.1698953,0.00003441655,0.0001557101,0.000682022,0.0008394128,0.4995354,0.3176892,0.0003178895,0.0007198383,0.00007813528],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992728,0.000007878363,0.0005432523,0.000002411118,0.000001087893,0.000001427358,0.000005944559,0.000009335226,0.0001559442],"genre_scores_gemma":[0.9996926,0.000007382584,0.0001921691,0.000001156499,5.633e-7,9.310899e-7,0.00001357769,0.000001840475,0.00008988368],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00175533,"threshold_uncertainty_score":0.003490269,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2114411128","doi":"10.1061/(asce)st.1943-541x.0000164","title":"Alternative Strategies to Enhance the Seismic Performance of Reinforced Concrete-Block Shear Wall Systems","year":2009,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"McMaster University","funders":"","keywords":"Ductility (Earth science); Shear wall; Masonry; Structural engineering; Aspect ratio (aeronautics); Materials science; Displacement (psychology); Shear (geology); Block (permutation group theory); Reinforced concrete; Geotechnical engineering; Composite material; Geology; Engineering; Mathematics; Geometry","authors":[{"name":"Marwan Shedid","is_ca":true},{"name":"Wael El‐Dakhakhni","is_ca":true},{"name":"Robert G. Drysdale","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004761549071635247,"gpt":0.2152554597130729,"spread":0.2104939106414376,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002187717,0.0005173627,0.0002718173,0.0002931668,0.0001376527,0.00021792,0.0002757446,0.000229863,0.0008775899],"category_scores_gemma":[0.00026639,0.0001374068,0.0001600259,0.0001403863,0.0001713487,0.0002866714,0.0003875317,0.0001695483,0.0002831028],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001026309,"about_ca_system_score_gemma":0.0001529797,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003458897,"about_ca_topic_score_gemma":0.001741571,"domain_scores_codex":[0.999878,0.0000260777,0.000009945023,0.00001524725,0.00004501214,0.00002560523],"domain_scores_gemma":[0.9998704,0.00002430116,0.00004471398,0.00001191472,0.00003206382,0.00001662197],"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":[0.0001995951,0.00006360846,0.002303155,0.0001681428,0.00001950936,0.0001751105,0.0001265738,0.01729541,0.9482535,0.0004952795,0.00005933825,0.03084072],"study_design_scores_gemma":[0.00004715396,0.003329571,0.009800139,0.00005165856,0.0000736794,0.0002854404,0.0002477344,0.06189771,0.9193271,0.0003670773,0.004532182,0.00004062236],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9769395,0.0002760298,0.0215293,0.0000217199,0.000009289072,0.00002492586,0.00001519437,0.00008823277,0.001095872],"genre_scores_gemma":[0.9876375,0.0001035228,0.01161261,0.000007931171,0.00000301307,0.00001446121,0.00002870753,0.000007577371,0.0005845749],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0008775899,"threshold_uncertainty_score":0.002935827,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1972600992","doi":"10.1061/(asce)st.1943-541x.0000505","title":"Branch Plate-to-Circular Hollow Structural SectionConnections. I: Experimental Investigation and Finite-Element Modeling","year":2012,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":83,"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":"Connection (principal bundle); Structural engineering; Finite element method; Deformation (meteorology); Compression (physics); Stiffening; Parametric statistics; Plate theory; Tension (geology); Engineering; Materials science; Mathematics; Composite material","authors":[{"name":"Andrew P. Voth","is_ca":true},{"name":"Jeffrey A. Packer","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01287248320145613,"gpt":0.2216175975722935,"spread":0.2087451143708373,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006494141,0.0005809723,0.0002910524,0.0006812299,0.00041022,0.0002256524,0.001165359,0.0007449524,0.004419683],"category_scores_gemma":[0.001267844,0.0004046012,0.0002456775,0.000441247,0.0006808502,0.0005533313,0.0004840357,0.0003768296,0.0005450306],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003668371,"about_ca_system_score_gemma":0.0003798626,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001140272,"about_ca_topic_score_gemma":0.002918903,"domain_scores_codex":[0.999459,0.00005050974,0.00003378954,0.0001201601,0.0002580889,0.00007850874],"domain_scores_gemma":[0.9984382,0.0003096779,0.0003299821,0.0003832649,0.0003798383,0.000159146],"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":[0.0008715356,0.001130479,0.01331167,0.0003409939,0.00003756865,0.0009865236,0.0005261932,0.05270794,0.8960976,0.002344677,0.001570138,0.0300747],"study_design_scores_gemma":[0.000123856,0.00742023,0.0453338,0.00005467635,0.00005448646,0.0006824869,0.000381365,0.1678644,0.77039,0.0004208975,0.007197377,0.00007636689],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.990794,0.00003876032,0.006942931,0.00001726209,0.00002045703,0.0001257998,0.0002978032,0.0001765473,0.001586534],"genre_scores_gemma":[0.986131,0.00004541965,0.01157959,0.000007581197,0.000004967993,0.0001255897,0.0002819585,0.00002056323,0.001803371],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004419683,"threshold_uncertainty_score":0.01478529,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2020909870","doi":"10.1061/(asce)0733-9445(2000)126:4(518)","title":"Seismic Safety of Gravity Dams: From Shake Table Experiments to Numerical Analyses","year":2000,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":82,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"Core Research for Evolutional Science and Technology; Natural Sciences and Engineering Research Council of Canada","keywords":"Earthquake shaking table; Acceleration; Gravity dam; Cracking; Structural engineering; Geology; Peak ground acceleration; Displacement (psychology); Mechanics; Nonlinear system; Geotechnical engineering; Fracture mechanics; Finite element method; Materials science; Engineering; Physics; Ground motion; Classical mechanics; Composite material","authors":[{"name":"René Tinawi","is_ca":true},{"name":"Pierre Léger","is_ca":true},{"name":"Martin Leclerc","is_ca":true},{"name":"G. Cipolla","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01276397913589401,"gpt":0.2655717552422692,"spread":0.2528077761063752,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006177653,0.0003629644,0.0003726302,0.0005287031,0.0003408921,0.0002778394,0.0004039651,0.0005310575,0.001061367],"category_scores_gemma":[0.00162436,0.0002391477,0.0002553911,0.0002948758,0.0008447816,0.0003642067,0.0004103473,0.0004652665,0.0002040657],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005298902,"about_ca_system_score_gemma":0.0003105782,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002566975,"about_ca_topic_score_gemma":0.00481995,"domain_scores_codex":[0.9996543,0.00008261084,0.00001651577,0.00003588179,0.000153235,0.00005741812],"domain_scores_gemma":[0.9992661,0.0003774108,0.00007930123,0.00009842654,0.0001300232,0.00004861838],"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":[0.003680554,0.001857204,0.06244556,0.0004334811,0.0001150548,0.0009866487,0.002026433,0.2641559,0.588994,0.002000382,0.0009641764,0.07234065],"study_design_scores_gemma":[0.0003635959,0.0185823,0.1216388,0.00006683928,0.0001448586,0.0005187165,0.001863585,0.449999,0.4025036,0.001714109,0.002479125,0.0001254743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987413,0.00003131704,0.0007649501,0.00002074471,0.000002829106,0.0000128177,0.00004233706,0.00002119615,0.0003624705],"genre_scores_gemma":[0.9991516,0.00006345846,0.0005126518,0.000004954814,0.000001804184,0.00000931081,0.00006555907,0.000003840119,0.0001868189],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002566975,"threshold_uncertainty_score":0.005104125,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2074717089","doi":"10.1061/(asce)st.1943-541x.0001217","title":"Observations on a Hurricane Wind Hazard Model Used to Map Extreme Hurricane Wind Speed","year":2014,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":77,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Wind speed; Meteorology; Wind engineering; Environmental science; Wind profile power law; Track (disk drive); Engineering; Geography","authors":[{"name":"Sihan Li","is_ca":true},{"name":"Han Hong","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04940470837830601,"gpt":0.2435886166544259,"spread":0.1941839082761199,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002964671,0.0002413678,0.0001964286,0.0003008787,0.0002709386,0.0002730424,0.0002105877,0.000329104,0.0009919504],"category_scores_gemma":[0.0007418861,0.0001043973,0.0002263245,0.0004354014,0.0001275466,0.0002956644,0.0001678015,0.0003131086,0.0003456703],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002346315,"about_ca_system_score_gemma":0.0002663979,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01170031,"about_ca_topic_score_gemma":0.01511508,"domain_scores_codex":[0.9998596,0.00002867236,0.000008940958,0.0000382225,0.00004334061,0.00002115918],"domain_scores_gemma":[0.9996498,0.00009978475,0.00003399197,0.00005885969,0.0001236231,0.00003399677],"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":[0.0006440628,0.0004705295,0.2845558,0.0001853537,0.0001055562,0.0009544179,0.0009366417,0.5895373,0.04517869,0.001531407,0.01065405,0.06524626],"study_design_scores_gemma":[0.00004121178,0.0003478924,0.2640918,0.00003661419,0.00003627774,0.0001542765,0.0005477852,0.7225792,0.008418041,0.0003969827,0.003305263,0.00004471197],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9825978,0.00005112985,0.008336466,0.00008402663,0.00002192965,0.00003886287,0.001953108,0.0002321072,0.006684614],"genre_scores_gemma":[0.995948,0.00004722721,0.002030774,0.000005764507,0.000003933415,0.00001048077,0.001153629,0.000009632158,0.0007906072],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01170031,"threshold_uncertainty_score":0.02326441,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2048340832","doi":"10.1061/(asce)st.1943-541x.0000160","title":"Three-Dimensional Finite-Element Modeling of Nailed Connections in Wood","year":2010,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":76,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Embedment; Finite element method; Structural engineering; Foundation (evidence); Isotropy; Nonlinear system; Nail (fastener); Slip (aerodynamics); Materials science; Connection (principal bundle); Geotechnical engineering; Engineering; Physics","authors":[{"name":"Jung-Pyo Hong","is_ca":true},{"name":"David J. Barrett","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01092696142833337,"gpt":0.1976794228438434,"spread":0.1867524614155101,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002225377,0.0002986325,0.0003557792,0.0003045578,0.0003009326,0.0006317875,0.0009035161,0.001019869,0.00136812],"category_scores_gemma":[0.0003922433,0.0003694047,0.0004300113,0.0002952722,0.0006201657,0.0005085131,0.0003750696,0.0003471576,0.000351016],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003773173,"about_ca_system_score_gemma":0.0006317421,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003742726,"about_ca_topic_score_gemma":0.004478273,"domain_scores_codex":[0.9998935,0.00002517857,0.000008292454,0.00002204503,0.00003763493,0.0000132518],"domain_scores_gemma":[0.9998924,0.00004532012,0.0000155403,0.00001676706,0.00002031015,0.000009835283],"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":[0.000009988827,0.0000154163,0.0004168771,0.00001598977,0.000004601624,0.00006285966,0.0000463678,0.9886933,0.006075376,0.002305909,0.0000436839,0.002309578],"study_design_scores_gemma":[0.00000213325,0.000008311399,0.0001910574,0.000003639399,0.000002012579,0.0000190075,0.00001222991,0.9981451,0.0009182959,0.0003906204,0.0003037003,0.000003975201],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2903648,0.0002126378,0.6987805,0.0001026544,0.00002926795,0.00007914594,0.0002836878,0.0004337467,0.009713519],"genre_scores_gemma":[0.9435869,0.0002097843,0.05087639,0.00002457916,0.000004253604,0.0001144774,0.0001321537,0.00005485149,0.004996499],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003742726,"threshold_uncertainty_score":0.007441878,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2092207641","doi":"10.1061/(asce)st.1943-541x.0000581","title":"Shake Table Testing of Slender RC Shear Walls Subjected to Eastern North America Seismic Ground Motions","year":2012,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Earthquake shaking table; Shear (geology); Shear wall; Hinge; Shake; Reinforced concrete; Cracking; Geotechnical engineering; Geology; Plastic hinge; Shear force; Materials science; Engineering; Composite material","authors":[{"name":"Iman Ghorbanirenani","is_ca":true},{"name":"Robert Tremblay","is_ca":true},{"name":"Pierre Léger","is_ca":true},{"name":"Martin Leclerc","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01238493218626328,"gpt":0.204747996335808,"spread":0.1923630641495447,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003733612,0.000503013,0.0004028545,0.0003951651,0.0003844377,0.0002736202,0.0003527751,0.0004838857,0.002075619],"category_scores_gemma":[0.000689698,0.0003187137,0.0002940373,0.0002394231,0.000735664,0.0002283503,0.0004098489,0.0002320182,0.0003818765],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002312168,"about_ca_system_score_gemma":0.0002270932,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002388332,"about_ca_topic_score_gemma":0.01119547,"domain_scores_codex":[0.9996768,0.00004588556,0.00002214704,0.00005516434,0.000135455,0.00006443198],"domain_scores_gemma":[0.9995436,0.0001230759,0.00008274661,0.00006278955,0.0001134869,0.00007436765],"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":[0.001449436,0.0001190822,0.01814636,0.00007277337,0.00003219281,0.001257928,0.0009452288,0.006208162,0.9650493,0.00009892091,0.00008541158,0.0065353],"study_design_scores_gemma":[0.00007964396,0.006950972,0.2675879,0.0000275835,0.00007852638,0.0007474345,0.00209211,0.008074002,0.7128314,0.00005665075,0.00142623,0.00004746008],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995902,0.000009093288,0.0001739725,0.000001822422,0.000001699275,0.000003318128,0.00001374662,0.000005844862,0.0002002663],"genre_scores_gemma":[0.9985617,0.00002107036,0.0004057334,0.00000575014,0.000001521125,0.000006718704,0.0000590235,0.000005902718,0.0009326876],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002388332,"threshold_uncertainty_score":0.006943643,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2129945106","doi":"10.1061/(asce)st.1943-541x.0000286","title":"Adaptive Compensation for Detuning in Pendulum Tuned Mass Dampers","year":2010,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; Kela","keywords":"Tuned mass damper; Control theory (sociology); Pendulum; Compensation (psychology); Acceleration; Natural frequency; Damper; Vibration; Inverted pendulum; Computer science; Engineering; Control engineering; Physics; Acoustics; Control (management); Nonlinear system; Mechanical engineering","authors":[{"name":"A. J. Roffel","is_ca":true},{"name":"Richard Lourenco","is_ca":true},{"name":"Sriram Narasimhan","is_ca":true},{"name":"Serhiy Yarusevych","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006845124948322301,"gpt":0.1985955982322084,"spread":0.1917504732838861,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000227621,0.0003100374,0.0002162542,0.000253693,0.0001920991,0.0002076577,0.0005883561,0.0004062227,0.0008801798],"category_scores_gemma":[0.0006758326,0.0001411975,0.000120968,0.0001107294,0.0002117638,0.0002616938,0.0003050897,0.0002361455,0.0001899205],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001151223,"about_ca_system_score_gemma":0.00009944361,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000252959,"about_ca_topic_score_gemma":0.0003463215,"domain_scores_codex":[0.9998255,0.00002753138,0.00001068343,0.00003666189,0.00008212002,0.00001746327],"domain_scores_gemma":[0.9997725,0.00008508002,0.00004898111,0.00003569983,0.00004419091,0.00001348644],"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":[0.0002499832,0.00008320801,0.001277421,0.0001022084,0.00001969375,0.0001839827,0.0001620806,0.02095694,0.8793398,0.001806295,0.0003663835,0.0954519],"study_design_scores_gemma":[0.00009208015,0.0008160966,0.00506451,0.00002088928,0.00002924737,0.0004153429,0.00005303131,0.6679906,0.31741,0.001262403,0.006804062,0.00004173028],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3403755,0.0002740296,0.6560387,0.000126574,0.0001050912,0.00005756234,0.00002316971,0.001138247,0.001861227],"genre_scores_gemma":[0.9614867,0.00004833643,0.03735324,0.00002806664,0.00001011391,0.00002105804,0.00001438773,0.00001481329,0.001023335],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.0008801798,"threshold_uncertainty_score":0.002944529,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2463342275","doi":"10.1061/(asce)st.1943-541x.0001603","title":"Finite-Element Analysis of Reinforced Concrete Slabs with Punching Shear Reinforcement","year":2016,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":71,"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":"Reinforcement; Slab; Structural engineering; Finite element method; Shear (geology); Parametric statistics; Punching; Reinforced concrete; Materials science; Geology; Composite material; Engineering; Mathematics","authors":[{"name":"Aikaterini S. Genikomsou","is_ca":false},{"name":"Maria Anna Polak","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007004424581166035,"gpt":0.2073881819146884,"spread":0.2003837573335223,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003214908,0.0004064816,0.000357164,0.0004673523,0.0002972542,0.0002936765,0.0007010688,0.0007105451,0.001723546],"category_scores_gemma":[0.0006863785,0.0003270173,0.0003538051,0.0002953764,0.0005557195,0.0002318526,0.0002997786,0.0003046583,0.0003068039],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003403933,"about_ca_system_score_gemma":0.0005648254,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003380287,"about_ca_topic_score_gemma":0.004435515,"domain_scores_codex":[0.999869,0.00003340413,0.00000696832,0.00001294439,0.00006173593,0.0000160454],"domain_scores_gemma":[0.999696,0.0001509064,0.00003851173,0.00004056067,0.00005997937,0.0000140682],"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":[0.00003781899,0.00003556881,0.001525881,0.00006303023,0.00001566342,0.00009120371,0.00007513518,0.9441121,0.04512602,0.001562742,0.00009398251,0.007260682],"study_design_scores_gemma":[0.000003526175,0.00002861932,0.0009708785,0.000005828646,0.000003938158,0.00002754572,0.00002157363,0.9937227,0.004664063,0.0002018397,0.0003449521,0.00000448162],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.71651,0.000202376,0.2745099,0.0001261978,0.00002324346,0.00008937679,0.0003478507,0.0005310893,0.007660004],"genre_scores_gemma":[0.9486111,0.00009799447,0.04789225,0.00001243846,0.000004021702,0.00007547279,0.0001764669,0.00003820174,0.003091881],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003380287,"threshold_uncertainty_score":0.006721258,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2130584106","doi":"10.1061/(asce)0733-9445(2008)134:7(1129)","title":"Wind-Induced Internal Pressures in Houses","year":2008,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":71,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Helmholtz resonator; Attic; Roof; Confined space; Internal pressure; Doors; Wind tunnel; Mechanics; Space (punctuation); Volume (thermodynamics); Resonance (particle physics); Geology; Structural engineering; Physics; Engineering; Optics; Chemistry; Thermodynamics; Atomic physics","authors":[{"name":"Gregory A. Kopp","is_ca":true},{"name":"Jeong Hee Oh","is_ca":true},{"name":"Diana R. Inculet","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009912084672956236,"gpt":0.2021396522312279,"spread":0.1922275675582717,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002372746,0.0003312856,0.0003671458,0.0002015461,0.0003898162,0.0005887038,0.0001728856,0.000225244,0.001316075],"category_scores_gemma":[0.0007263169,0.0003213891,0.000191847,0.0001208411,0.0006306109,0.0002836485,0.000561535,0.0003150585,0.0001428301],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001772771,"about_ca_system_score_gemma":0.0001652078,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009043481,"about_ca_topic_score_gemma":0.0009128763,"domain_scores_codex":[0.9998043,0.00003929646,0.000007725854,0.00003181705,0.00005965004,0.00005726256],"domain_scores_gemma":[0.9996969,0.0001042354,0.00004152617,0.00002513965,0.00006443831,0.00006780743],"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":[0.001549903,0.0003580923,0.03404129,0.0001693193,0.00005269706,0.0008668112,0.0007168939,0.02186167,0.9207315,0.0004740003,0.0003412751,0.01883654],"study_design_scores_gemma":[0.0001667505,0.005480928,0.5145417,0.00004271073,0.00009151996,0.0006783819,0.001556438,0.04452322,0.4309295,0.0006573097,0.00121656,0.0001148167],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993574,0.0000102188,0.0003196934,0.000003563207,0.000002009305,0.000004870857,0.00002300649,0.00001372363,0.0002654082],"genre_scores_gemma":[0.9996306,0.00001452511,0.0001702418,0.000003335128,0.000001970469,0.00000601277,0.00004149777,0.000004629183,0.0001272063],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001316075,"threshold_uncertainty_score":0.004402697,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2110419135","doi":"10.1061/(asce)0733-9445(2007)133:3(326)","title":"Finite-Element Modeling of Partially Encased Composite Columns Using the Dynamic Explicit Method","year":2007,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":68,"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","keywords":"Finite element method; Structural engineering; Flange; Column (typography); Buckling; Composite number; Deformation (meteorology); Failure mode and effects analysis; Materials science; Engineering; Composite material","authors":[{"name":"Mahbuba Begum","is_ca":true},{"name":"Robert G. Driver","is_ca":true},{"name":"Alaa E. Elwi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01758661547126421,"gpt":0.2740635858594221,"spread":0.2564769703881579,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001809927,0.000336557,0.0003794028,0.0003083237,0.0002205252,0.0003929141,0.0009060748,0.0007586755,0.001772584],"category_scores_gemma":[0.0004090392,0.0003048791,0.0003247983,0.0002677157,0.0003730511,0.0003638435,0.0002861783,0.000424565,0.0003753703],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002436681,"about_ca_system_score_gemma":0.0005198078,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004200981,"about_ca_topic_score_gemma":0.004984078,"domain_scores_codex":[0.9999146,0.00001981934,0.000004705397,0.00001255274,0.00003762955,0.00001070423],"domain_scores_gemma":[0.9998503,0.00006914942,0.00002204088,0.00001824105,0.00002983628,0.00001044549],"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":[0.000009199109,0.00001002371,0.000117819,0.00001451216,0.000004297971,0.00003080703,0.00001542126,0.9899251,0.005902212,0.001368957,0.00004853768,0.002552993],"study_design_scores_gemma":[0.000001586736,0.000006209602,0.00006875866,0.000002159904,0.000001226229,0.00001088517,0.000003898398,0.9986007,0.0008177968,0.0001562939,0.0003285784,0.000001851904],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1079435,0.0002403222,0.8808424,0.00008230767,0.00002536741,0.00005921872,0.0002731963,0.0005982529,0.009935385],"genre_scores_gemma":[0.8117063,0.0003482464,0.1778007,0.00003950869,0.00001273065,0.0001823135,0.0003180559,0.0001032162,0.009488852],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004200981,"threshold_uncertainty_score":0.008353114,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2998440701","doi":"10.1061/(asce)st.1943-541x.0002499","title":"Experimental Evaluation and Numerical Modeling of Wide-Flange Steel Columns Subjected to Constant and Variable Axial Load Coupled with Lateral Drift Demands","year":2019,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":66,"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":"Flange; Constant (computer programming); Structural engineering; Variable (mathematics); Materials science; Mechanics; Engineering; Mathematics; Computer science; Physics; Mathematical analysis","authors":[{"name":"Julien Cravero","is_ca":false},{"name":"Ahmed Elkady","is_ca":false},{"name":"Dimitrios G. Lignos","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005971652445186554,"gpt":0.210267808316004,"spread":0.2042961558708175,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004026144,0.0005060495,0.0003363826,0.0004022923,0.0004624878,0.0002903573,0.0005972184,0.0005963391,0.001937065],"category_scores_gemma":[0.0008657991,0.0002223644,0.0002883361,0.0002769595,0.0004584647,0.0003239963,0.0003673303,0.0003067468,0.0003176256],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003458485,"about_ca_system_score_gemma":0.0002291044,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001799402,"about_ca_topic_score_gemma":0.00488038,"domain_scores_codex":[0.9996346,0.00003291638,0.00002198332,0.0000555745,0.000185644,0.00006923816],"domain_scores_gemma":[0.9992853,0.0002061971,0.00009220246,0.0001261267,0.0002268805,0.00006334577],"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":[0.0004206203,0.0002841861,0.004375461,0.0001391163,0.00001560289,0.0002487446,0.0002351769,0.04621097,0.9390734,0.0001065476,0.000154603,0.008735596],"study_design_scores_gemma":[0.00003945523,0.004089208,0.03410193,0.00002126583,0.00003463082,0.0002074645,0.0004955748,0.2455707,0.7143398,0.00009656373,0.0009542913,0.00004908915],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9967629,0.00003910958,0.002450156,0.0000132599,0.00000647251,0.00001753852,0.0001586171,0.00005365887,0.000498359],"genre_scores_gemma":[0.9969518,0.00005571136,0.002156887,0.000007608456,0.000002284911,0.00002604258,0.0001484566,0.00001315829,0.0006380116],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001937065,"threshold_uncertainty_score":0.006480098,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3004160509","doi":"10.1061/(asce)st.1943-541x.0002569","title":"Structural Performance of Post-Tensioned CLT Shear Walls with Energy Dissipators","year":2020,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Northern British Columbia; FPInnovations","funders":"","keywords":"Laminated veneer lumber; Dissipation; Structural engineering; Materials science; Shear (geology); Fuse (electrical); Stiffness; Composite material; Flexural strength; Engineering; Geotechnical engineering; Veneer; Physics; Electrical engineering","authors":[{"name":"Zhiyong Chen","is_ca":true},{"name":"Marjan Popovski","is_ca":true},{"name":"Asif Iqbal","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007380470783688767,"gpt":0.1635248567846215,"spread":0.1561443860009327,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002856274,0.0005302752,0.0002826174,0.0004388058,0.0002320563,0.0003455833,0.000388727,0.0004080474,0.001872757],"category_scores_gemma":[0.0005118811,0.0002711771,0.0003092548,0.0002485785,0.0003359932,0.0004225062,0.0005145614,0.0003158428,0.0003958372],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001557624,"about_ca_system_score_gemma":0.0001803527,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004234334,"about_ca_topic_score_gemma":0.001416922,"domain_scores_codex":[0.9997863,0.00001506949,0.00001815322,0.00005043337,0.00008265887,0.0000473971],"domain_scores_gemma":[0.9995916,0.00005776123,0.000101468,0.00004059343,0.0001037341,0.0001046816],"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":[0.0003584545,0.00006387982,0.004899662,0.00008206172,0.00001554327,0.0002283818,0.0001369909,0.002139893,0.9854408,0.0000557032,0.00007627243,0.006502469],"study_design_scores_gemma":[0.0000295362,0.002387681,0.05851823,0.00003692253,0.00006532065,0.0002453449,0.0004522133,0.007608084,0.9290899,0.00003711232,0.001488727,0.00004089763],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991533,0.00007140324,0.0004116697,0.000002894908,0.000008588626,0.000003841056,0.00003205403,0.00002164757,0.0002946183],"genre_scores_gemma":[0.9984252,0.00004751883,0.0006118577,0.000007636025,0.00000247413,0.000009438984,0.00010307,0.0000129702,0.0007796812],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001872757,"threshold_uncertainty_score":0.006264985,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2046510303","doi":"10.1061/(asce)0733-9445(2006)132:12(2027)","title":"Optimal Seismic Design Considering Risk Attitude, Societal Tolerable Risk Level, and Life Quality Criterion","year":2006,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Multi-Criteria Decision Making","field":"Decision Sciences","cited_by":65,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Decision maker; Risk analysis (engineering); Seismic risk; Optimal design; Risk-seeking; Expected utility hypothesis; Function (biology); Computer science; Quality (philosophy); Optimal decision; Decision analysis; Actuarial science; Operations research; Economics; Mathematics; Engineering; Business; Statistics; Decision tree; Data mining; Civil engineering","authors":[{"name":"Katsuichiro Goda","is_ca":true},{"name":"Han Hong","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.1482095887073355,"gpt":0.3837114140687055,"spread":0.23550182536137,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003063021,0.0008143915,0.0007647353,0.0009972678,0.0003333995,0.001154183,0.0005941332,0.001155469,0.001390455],"category_scores_gemma":[0.005943799,0.0003587985,0.0006342893,0.0004572379,0.0008635128,0.001070771,0.0009747606,0.000552291,0.0001681567],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009732841,"about_ca_system_score_gemma":0.00117395,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009502713,"about_ca_topic_score_gemma":0.0009231468,"domain_scores_codex":[0.9977169,0.001175176,0.00008864411,0.0002063588,0.0005472934,0.0002655893],"domain_scores_gemma":[0.9981804,0.001057951,0.0002434996,0.0001007968,0.0003255778,0.00009181041],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0001537982,0.00007406675,0.001588091,0.00008986554,0.0000383363,0.0001004011,0.00009653089,0.9263777,0.004782469,0.04023257,0.0002710319,0.02619511],"study_design_scores_gemma":[0.00004817914,0.0002439109,0.000974792,0.00003215219,0.00003814851,0.00007003768,0.000140713,0.9531052,0.002917837,0.04174351,0.0006614995,0.00002406823],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1903439,0.0002013146,0.8007728,0.0002794568,0.00001352041,0.0001076784,0.00004887953,0.0000464643,0.008186026],"genre_scores_gemma":[0.9185491,0.000111696,0.08018837,0.00003426303,0.000008287858,0.0001024922,0.00003168338,0.00001407032,0.0009600648],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003063021,"threshold_uncertainty_score":0.01619899,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1986034953","doi":"10.1061/(asce)0733-9445(2003)129:2(141)","title":"Long-Term Behavior and Strength of Partially Encased Composite Columns Made with Built-Up Steel Shapes","year":2003,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"Polytechnique Montréal; Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Transverse plane; Materials science; Shrinkage; Creep; Structural engineering; Composite number; Composite material; Failure mode and effects analysis; Welding; Engineering","authors":[{"name":"Thierry Chicoine","is_ca":true},{"name":"Bruno Massicotte","is_ca":true},{"name":"Robert Tremblay","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007588111396207531,"gpt":0.2134411887551732,"spread":0.2058530773589657,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002245647,0.0002533394,0.0002087258,0.00031543,0.000158433,0.0001353094,0.0001744886,0.0002797196,0.0007995489],"category_scores_gemma":[0.0005518831,0.0001916011,0.0001776216,0.0001587084,0.0002403835,0.0002382896,0.0001906611,0.0002475707,0.0001943028],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001272018,"about_ca_system_score_gemma":0.0001182983,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001116699,"about_ca_topic_score_gemma":0.00469387,"domain_scores_codex":[0.9998485,0.00001358032,0.000008169256,0.00002728016,0.00007315004,0.00002924943],"domain_scores_gemma":[0.9993386,0.00008743408,0.0001562946,0.00006830576,0.0002264783,0.0001228497],"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":[0.000156704,0.0000384067,0.009675658,0.00003123375,0.0000256136,0.0001493131,0.00006461749,0.001319728,0.9851226,0.00001475208,0.00001763731,0.003383768],"study_design_scores_gemma":[0.000007265117,0.002801193,0.3286296,0.00001850177,0.00006960137,0.0006581538,0.0002426622,0.004322457,0.6622443,0.00002902477,0.0009480475,0.00002923777],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994986,0.00007688382,0.0002710611,0.000001587077,0.000001099937,0.000002034901,0.00003773796,0.000006590376,0.0001043342],"genre_scores_gemma":[0.9990342,0.00004180347,0.0002845199,0.000003802825,8.89905e-7,0.000002628233,0.0001114454,0.000004590217,0.0005160949],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001116699,"threshold_uncertainty_score":0.002674699,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2032715450","doi":"10.1061/(asce)st.1943-541x.0001302","title":"Improving the Seismic Resilience of Existing Braced-Frame Office Buildings","year":2015,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; Resilience (materials science); Induced seismicity; Context (archaeology); Architectural engineering; Engineering; Frame (networking); Seismic retrofit; Incremental Dynamic Analysis; Building code; Event (particle physics); Civil engineering; Seismic analysis; Computer science; Structural engineering; Geography; Reinforced concrete; Telecommunications","authors":[{"name":"Lucia Tirca","is_ca":true},{"name":"Ovidiu Serban","is_ca":true},{"name":"Lan Lin","is_ca":true},{"name":"Mingzheng Wang","is_ca":true},{"name":"Nenghui Lin","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01327874211655106,"gpt":0.2267424197517436,"spread":0.2134636776351926,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000583465,0.0006017132,0.0002840336,0.001665272,0.0003431832,0.0008668074,0.0007886333,0.0003816299,0.001016937],"category_scores_gemma":[0.001541,0.0001773329,0.0002543244,0.0007747798,0.0005297856,0.0007043979,0.0006449054,0.000219165,0.0001706854],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00091102,"about_ca_system_score_gemma":0.0007014889,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01137268,"about_ca_topic_score_gemma":0.02610425,"domain_scores_codex":[0.9996803,0.00006148486,0.0000138586,0.00005020728,0.0001151962,0.00007897689],"domain_scores_gemma":[0.9995205,0.000141095,0.0001169882,0.00006582039,0.0001215029,0.00003398777],"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":[0.0003970928,0.0001337483,0.03643958,0.0002894919,0.00005525774,0.0007024069,0.0006623908,0.7240244,0.06179327,0.006569954,0.0003539004,0.1685785],"study_design_scores_gemma":[0.00002557569,0.0006614822,0.06608608,0.0001326702,0.0001048728,0.0004101778,0.001861177,0.871246,0.05163726,0.003464248,0.004290653,0.00007987669],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9005501,0.0002557065,0.09330875,0.00004246783,0.000007694908,0.00009786039,0.0001941824,0.0002382474,0.005305033],"genre_scores_gemma":[0.9910207,0.00007306609,0.008553403,0.000002517461,0.000001389929,0.00001310699,0.00004576434,0.000007385968,0.0002825307],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01137268,"threshold_uncertainty_score":0.02261299,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2260880049","doi":"10.1061/(asce)st.1943-541x.0001474","title":"Evaluation of Simplified and State-of-the-Art Analysis Procedures for Steel Frame Buildings Equipped with Supplemental Damping Devices Based on E-Defense Full-Scale Shake Table Tests","year":2016,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"National Research Institute for Earth Science and Disaster Prevention; Fonds de recherche du Québec – Nature et technologies; McGill University","keywords":"Earthquake shaking table; Structural engineering; Damper; Nonlinear system; Braced frame; Brace; Frame (networking); Steel frame; Engineering; Full scale; Flexibility (engineering); Damping ratio; Buckling; Residual; Computer science; Mechanical engineering; Mathematics; Algorithm; Statistics; Vibration","authors":[{"name":"Sarven Akçelyan","is_ca":true},{"name":"Dimitrios G. Lignos","is_ca":false},{"name":"Tsuyoshi Hikino","is_ca":false},{"name":"Masayoshi Nakashima","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009001453784550233,"gpt":0.2398517269658617,"spread":0.2308502731813114,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001455703,0.0009796877,0.0004730354,0.001104282,0.000316319,0.0005748229,0.001449608,0.0006387402,0.002225813],"category_scores_gemma":[0.003598954,0.000343996,0.0004924099,0.0004218058,0.000430218,0.0008812925,0.0006291503,0.0004493165,0.0006334215],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007148233,"about_ca_system_score_gemma":0.0008436084,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00363913,"about_ca_topic_score_gemma":0.007944568,"domain_scores_codex":[0.9985861,0.0003361028,0.00007364417,0.0001249448,0.0008116561,0.00006757775],"domain_scores_gemma":[0.9973536,0.00130727,0.0002164411,0.0003553947,0.0006915568,0.0000758282],"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":[0.0008716738,0.0005967069,0.01806859,0.000590052,0.00008542937,0.0002601254,0.0004270735,0.6069399,0.1919315,0.002237055,0.001137071,0.1768549],"study_design_scores_gemma":[0.00004761716,0.000522771,0.01379981,0.00002246473,0.00003089873,0.00008969336,0.0001748525,0.9259281,0.05791391,0.0002431192,0.001180475,0.00004635442],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.685614,0.0001069761,0.3059578,0.00006937776,0.00002571719,0.0002059308,0.0006927694,0.001920503,0.005406901],"genre_scores_gemma":[0.9199327,0.00008291984,0.07815483,0.00001446668,0.000006413763,0.0001373062,0.000483087,0.0001269864,0.001061301],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00363913,"threshold_uncertainty_score":0.007698596,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3049767776","doi":"10.1061/(asce)st.1943-541x.0002734","title":"Mechanics-Guided Genetic Programming Expression for Shear-Strength Prediction of Squat Reinforced Concrete Walls with Boundary Elements","year":2020,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"","keywords":"Squat; Genetic programming; Robustness (evolution); Expression (computer science); Structural engineering; Gene expression programming; Shear (geology); Computer science; Reinforced concrete; Shear strength (soil); Geotechnical engineering; Machine learning; Engineering; Geology; Materials science; Chemistry; Composite material","authors":[{"name":"Ahmed Gondia","is_ca":true},{"name":"Mohamed Ezzeldin","is_ca":true},{"name":"Wael El‐Dakhakhni","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01662772305440801,"gpt":0.2501608615287955,"spread":0.2335331384743875,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005919235,0.0007736901,0.0005392005,0.0005004632,0.000271107,0.000563958,0.0006233749,0.0008588217,0.001197975],"category_scores_gemma":[0.00141634,0.0002857366,0.0007241322,0.0003869364,0.000393284,0.0003169139,0.0005057583,0.0007926018,0.0002048924],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007199243,"about_ca_system_score_gemma":0.001047608,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009926155,"about_ca_topic_score_gemma":0.008438678,"domain_scores_codex":[0.9997632,0.00005296764,0.00001031785,0.00006875039,0.00006519991,0.00003952825],"domain_scores_gemma":[0.9995716,0.0002747376,0.00003817078,0.00001350329,0.00008925849,0.0000127555],"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":[0.00001319945,0.00001997496,0.001066814,0.00001852496,0.000009614669,0.00005022668,0.00002187038,0.9834349,0.001303035,0.001054462,0.0002205906,0.01278684],"study_design_scores_gemma":[0.000001261611,0.00000502298,0.00008856613,0.00000140939,0.000002044823,0.0000032841,0.000002629955,0.9993054,0.0002353803,0.000286514,0.00006741721,0.000001084746],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1738549,0.0002213498,0.8194455,0.0002972459,0.00003590073,0.00008800181,0.0002699515,0.0007193638,0.005067703],"genre_scores_gemma":[0.8301395,0.000192792,0.1643445,0.0001480149,0.00002394941,0.0003144442,0.0006007373,0.0001297805,0.00410627],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.009926155,"threshold_uncertainty_score":0.01973671,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2131177327","doi":"10.1061/(asce)st.1943-541x.0000438","title":"Modeling Hysteretic Behavior of Wood Shear Walls with a Protocol-Independent Nail Connection Algorithm","year":2011,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Embedment; Structural engineering; Stiffness; Nonlinear system; Finite element method; Slip (aerodynamics); Shear wall; Materials science; Engineering; Computer science; Physics","authors":[{"name":"Minghao Li","is_ca":true},{"name":"Ricardo O. Foschi","is_ca":true},{"name":"Frank Lam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01749085354267674,"gpt":0.2035485334439173,"spread":0.1860576799012405,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002218496,0.0002442496,0.0001950908,0.0001895193,0.0001553558,0.000265617,0.0005857186,0.000339062,0.001524605],"category_scores_gemma":[0.0006509263,0.0002023826,0.000224057,0.0001362706,0.000336539,0.0004723817,0.0002756875,0.0002613241,0.0001696767],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002769959,"about_ca_system_score_gemma":0.0004666556,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001466623,"about_ca_topic_score_gemma":0.001999523,"domain_scores_codex":[0.9999329,0.0000141108,0.000003853836,0.00001172628,0.00002849324,0.00000898185],"domain_scores_gemma":[0.9998001,0.0000907184,0.00002571244,0.00003388043,0.00004168549,0.000007762134],"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":[0.00002703551,0.00002204349,0.0006326803,0.00002567881,0.000007505414,0.00006173859,0.00004122006,0.956779,0.01849607,0.007971819,0.0001154167,0.01581982],"study_design_scores_gemma":[0.000001520762,0.000006506823,0.00004526013,8.151517e-7,9.247985e-7,0.000005438324,0.000002126001,0.9974229,0.001936605,0.0004239643,0.0001527675,0.000001234609],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1038907,0.0000394061,0.8925914,0.00003137326,0.00001396635,0.00004395061,0.00002355794,0.0003705136,0.00299514],"genre_scores_gemma":[0.8720761,0.0000762224,0.1236199,0.00001318998,0.000005431265,0.00008525359,0.00003455875,0.00007166888,0.004017683],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001524605,"threshold_uncertainty_score":0.00510031,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2099190600","doi":"10.1061/(asce)0733-9445(2006)132:7(1070)","title":"Fatigue Life of Girders with Trapezoidal Corrugated Webs","year":2006,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Lehigh University; Pennsylvania Department of Community and Economic Development; Pennsylvania Department of Transportation","keywords":"Girder; Flange; Structural engineering; Welding; Fillet weld; Fillet (mechanics); Engineering; Fatigue limit; Mechanical engineering","authors":[{"name":"Richard Sause","is_ca":true},{"name":"Mohamed Abbas","is_ca":true},{"name":"Robert G. Driver","is_ca":true},{"name":"Kengo Anami","is_ca":true},{"name":"John W. Fisher","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004240622462817808,"gpt":0.1715601861737419,"spread":0.1673195637109241,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002204754,0.0001574495,0.0001386413,0.0002804975,0.00008377375,0.0001309035,0.0001839206,0.0002823636,0.0006250958],"category_scores_gemma":[0.0007038467,0.0001156545,0.0001696259,0.0001103335,0.0002691023,0.0002046612,0.0001641373,0.0001066143,0.0001512902],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001400162,"about_ca_system_score_gemma":0.00007575905,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006042082,"about_ca_topic_score_gemma":0.001421867,"domain_scores_codex":[0.9998379,0.00001688147,0.00001334999,0.00002974153,0.00006812614,0.00003390906],"domain_scores_gemma":[0.9996642,0.00008554902,0.00007608219,0.00005091139,0.00009980294,0.00002354502],"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":[0.0002615694,0.00005320138,0.03056132,0.00009931121,0.00003606796,0.0004012844,0.0002006312,0.04452561,0.8931182,0.0003247451,0.0001421426,0.03027592],"study_design_scores_gemma":[0.00004757001,0.005328564,0.2767439,0.00004028461,0.00009488554,0.002164387,0.000451475,0.2167891,0.4950992,0.0006107606,0.002555386,0.00007459465],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981425,0.00004313081,0.001575179,0.000002060851,0.00000148371,0.000002241566,0.00001097039,0.00001106919,0.0002114259],"genre_scores_gemma":[0.9986136,0.00002029174,0.001146054,0.000002724131,5.110628e-7,0.000002717763,0.00003421585,0.000002369124,0.0001774983],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0006250958,"threshold_uncertainty_score":0.002091169,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2973176446","doi":"10.1061/(asce)st.1943-541x.0002404","title":"Automated Bridge Inspection Using Mobile Ground Robotics","year":2019,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Robotics and Sensor-Based Localization","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Robotics; Bridge (graph theory); Artificial intelligence; Computer science; Engineering; Computer vision; Robot; Medicine","authors":[{"name":"Nicholas E. Charron","is_ca":true},{"name":"Evan McLaughlin","is_ca":true},{"name":"Stephen Phillips","is_ca":true},{"name":"Kevin Goorts","is_ca":true},{"name":"Sriram Narasimhan","is_ca":true},{"name":"Steven L. Waslander","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00831920740552715,"gpt":0.2184755525575722,"spread":0.210156345152045,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025884,0.0005209793,0.0003984223,0.0008911901,0.0002828651,0.0004928276,0.0004718004,0.0005138767,0.002150322],"category_scores_gemma":[0.000534336,0.0002398364,0.0002554369,0.0003185221,0.0003375468,0.0005038237,0.0007146761,0.0002574756,0.0006360788],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001806083,"about_ca_system_score_gemma":0.0003644578,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001835216,"about_ca_topic_score_gemma":0.002524759,"domain_scores_codex":[0.9996868,0.00006928723,0.000008153655,0.00006960792,0.0001223438,0.00004383698],"domain_scores_gemma":[0.9996485,0.00008328718,0.00006155777,0.0000732019,0.0001100352,0.00002348107],"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":[0.0004106189,0.0001448333,0.005928036,0.0002646346,0.00007351345,0.0005846648,0.0002327601,0.1294127,0.231156,0.004278874,0.003660339,0.6238531],"study_design_scores_gemma":[0.00006963964,0.000859131,0.007560689,0.00005495426,0.00003503117,0.0004245089,0.0001695734,0.9471778,0.03163926,0.004292606,0.007677764,0.00003895551],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2139964,0.000648341,0.7748203,0.0001731036,0.00008323395,0.0001099927,0.0001116014,0.003039861,0.007017158],"genre_scores_gemma":[0.9052203,0.0001070225,0.09291548,0.00003148794,0.00001956468,0.00003691403,0.00006943,0.00003250216,0.001567331],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002150322,"threshold_uncertainty_score":0.007193565,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2055740595","doi":"10.1061/(asce)st.1943-541x.0000928","title":"Bond of Reinforcement in Concrete Incorporating Recycled Concrete Aggregates","year":2014,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":55,"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":"Bond strength; Aggregate (composite); Compressive strength; Reinforcement; Ultimate tensile strength; Materials science; Bond; Structural engineering; Demolition waste; Composite material; Demolition; Geotechnical engineering; Engineering; Civil engineering; Adhesive","authors":[{"name":"Liam Butler","is_ca":false},{"name":"Jeffrey West","is_ca":true},{"name":"Susan Tighe","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004478020694907149,"gpt":0.1886803572643606,"spread":0.1842023365694535,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006272042,0.0002980951,0.0002052416,0.0003676738,0.0002088584,0.0002859266,0.0003169417,0.0002377951,0.0007909373],"category_scores_gemma":[0.001022152,0.0002342428,0.0002215268,0.0002026398,0.0002689697,0.0004093399,0.0003988318,0.0003873858,0.0001851751],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004244715,"about_ca_system_score_gemma":0.0002073632,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001243149,"about_ca_topic_score_gemma":0.003170965,"domain_scores_codex":[0.9994286,0.00009476775,0.000034879,0.0001060893,0.0002870411,0.00004865328],"domain_scores_gemma":[0.9993964,0.0001376045,0.0002151035,0.00005614826,0.0001450114,0.00004966137],"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":[0.0001827643,0.00004937693,0.008466787,0.00004118336,0.00002586748,0.0001362765,0.0001920453,0.004329487,0.9806226,0.0001439953,0.00001140744,0.005798344],"study_design_scores_gemma":[0.000007047444,0.001388652,0.03629767,0.000009890325,0.00004940204,0.0001843265,0.000174712,0.01027085,0.9509907,0.00008812948,0.0005219699,0.00001668928],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987588,0.00007588074,0.0009693862,0.000001373645,0.000001362723,0.000004735808,0.0000127632,0.000007107683,0.0001686892],"genre_scores_gemma":[0.9988344,0.00004947314,0.0008086951,0.000001426941,5.211684e-7,0.000003284024,0.00001786536,0.000003724077,0.0002806016],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001243149,"threshold_uncertainty_score":0.003316998,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2030121363","doi":"10.1061/(asce)0733-9445(2003)129:4(478)","title":"Longitudinal Plate and Through Plate-to-Hollow Structural Section Welded Connections","year":2003,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Institute of Steel Construction","keywords":"Connection (principal bundle); Structural engineering; Section (typography); Finite element method; Distortion (music); Limit (mathematics); Deformation (meteorology); Welding; Engineering; Point (geometry); Geometry; Mathematics; Materials science; Computer science; Mechanical engineering; Mathematical analysis; Composite material; Telecommunications","authors":[{"name":"N. Kosteski","is_ca":true},{"name":"Jeffrey A. Packer","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01066543086104256,"gpt":0.2217478922690531,"spread":0.2110824614080106,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001120214,0.0003174994,0.0002588987,0.0006489065,0.0003752856,0.0005265262,0.001001047,0.0003789414,0.003955783],"category_scores_gemma":[0.002325282,0.0002676287,0.0002297935,0.0002175602,0.0007474326,0.0006482963,0.000740149,0.00022909,0.0005020313],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003644924,"about_ca_system_score_gemma":0.0004246287,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004333945,"about_ca_topic_score_gemma":0.0009400652,"domain_scores_codex":[0.9993054,0.0001343979,0.0000562483,0.0001130177,0.0003255565,0.00006543012],"domain_scores_gemma":[0.9986519,0.0002039306,0.0003294597,0.0003269407,0.0003953599,0.00009251781],"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":[0.001144579,0.0002506434,0.0191053,0.0003856808,0.00006415893,0.0006911316,0.0009116888,0.1711646,0.5576879,0.04743011,0.001698984,0.1994653],"study_design_scores_gemma":[0.0001071934,0.003797142,0.01881664,0.00006277883,0.00009090797,0.001076111,0.0002573637,0.3754854,0.5808365,0.007150653,0.01224847,0.00007072659],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7425437,0.00009217392,0.2397448,0.00003919424,0.00003183453,0.0001342576,0.0001269447,0.0008888799,0.01639817],"genre_scores_gemma":[0.9661523,0.00002821451,0.03100213,0.000008711588,0.000004032273,0.00006210357,0.00005289464,0.0000346181,0.002654962],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003955783,"threshold_uncertainty_score":0.01323342,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2117990497","doi":"10.1061/(asce)st.1943-541x.0000721","title":"Hybrid Simulation for Earthquake Response of Semirigid Partial-Strength Steel Frames","year":2013,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":55,"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":"University of Illinois at Urbana-Champaign","keywords":"Structural engineering; Component (thermodynamics); Finite element method; Connection (principal bundle); Frame (networking); Boundary value problem; Beam (structure); Nonlinear system; Full scale; Column (typography); Boundary (topology); Computer simulation; Size effect on structural strength; Structural system; Engineering; Computer science; Simulation; Mechanical engineering; Mathematics","authors":[{"name":"Hussam Mahmoud","is_ca":false},{"name":"Amr S. Elnashai","is_ca":false},{"name":"Billie F. Spencer","is_ca":false},{"name":"Oh‐Sung Kwon","is_ca":true},{"name":"David J. Bennier","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007209408279276366,"gpt":0.2230397730206896,"spread":0.2158303647414132,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002500167,0.0004229915,0.0004128615,0.0003843027,0.0002853495,0.0004439183,0.0006078908,0.0008019907,0.002571377],"category_scores_gemma":[0.0006381464,0.0002662932,0.0004105494,0.0002639802,0.0004640341,0.0003370955,0.0005271937,0.0003358672,0.0002373817],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000502662,"about_ca_system_score_gemma":0.0004874292,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005342047,"about_ca_topic_score_gemma":0.004933217,"domain_scores_codex":[0.9998912,0.00003358029,0.000004989771,0.00001599256,0.00003632353,0.00001785099],"domain_scores_gemma":[0.9997113,0.0001793804,0.0000336553,0.00002398332,0.00003367723,0.00001799814],"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":[0.00002733061,0.00001556206,0.0004471475,0.00001052749,0.000007080192,0.00002495198,0.00003106233,0.9948749,0.002463347,0.0006906833,0.00004191637,0.001365589],"study_design_scores_gemma":[0.000003060087,0.00001236757,0.0001093189,8.62456e-7,9.94247e-7,0.000003175173,0.000004274994,0.9993635,0.0003298111,0.0001065393,0.00006434676,0.000001734556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7809401,0.0001353799,0.2043955,0.00009901026,0.00003023259,0.0001048451,0.0003698041,0.0008364032,0.0130887],"genre_scores_gemma":[0.9834754,0.00004248163,0.01465265,0.0000150179,0.000003152362,0.0000844133,0.00009796046,0.00004052149,0.001588338],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005342047,"threshold_uncertainty_score":0.01062191,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2071613004","doi":"10.1061/(asce)0733-9445(2001)127:12(1460)","title":"Seismic Resistance of Wood Shear Walls with Large OSB Panels","year":2001,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Read Jones Christoffersen (Canada); University of British Columbia","funders":"Luonnontieteiden ja Tekniikan Tutkimuksen Toimikunta; National Research Council Canada; Natural Sciences and Engineering Research Council of Canada; California Institute of Technology","keywords":"Shear wall; Oriented strand board; Structural engineering; Stiffness; Shear (geology); Geotechnical engineering; Geology; Cross laminated timber; Materials science; Composite material; Engineering","authors":[{"name":"Jennifer Patricia Durham","is_ca":true},{"name":"Frank Lam","is_ca":true},{"name":"Helmut G. L. Prion","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006610811129193487,"gpt":0.1794149874868432,"spread":0.1728041763576497,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002843262,0.0004763785,0.0003032846,0.0004287153,0.000271391,0.0003259451,0.0001871835,0.0002790856,0.001207022],"category_scores_gemma":[0.001063002,0.0002447372,0.000212358,0.0002357302,0.000341156,0.0002308683,0.0005386134,0.0002278712,0.0002434185],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001474384,"about_ca_system_score_gemma":0.00008581633,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006201584,"about_ca_topic_score_gemma":0.001230162,"domain_scores_codex":[0.9997234,0.00004798134,0.00002169396,0.00004646955,0.00009677284,0.0000637501],"domain_scores_gemma":[0.9993063,0.0002049051,0.0001575388,0.00007737209,0.0001207344,0.0001332238],"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":[0.0009243223,0.0001050361,0.02884651,0.00007046544,0.00003700711,0.0004204168,0.0002823307,0.005650927,0.9557281,0.00006580504,0.00005958601,0.007809527],"study_design_scores_gemma":[0.00004133407,0.004836777,0.2132099,0.00003631156,0.00009064062,0.0008400987,0.00112071,0.01130103,0.7667552,0.0001507149,0.001566786,0.00005053496],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995627,0.00002535053,0.0002466602,0.000001340041,0.0000018898,0.000002442014,0.00001648238,0.000005122303,0.0001381173],"genre_scores_gemma":[0.999293,0.00002590151,0.0003086221,0.000003882612,0.000001137784,0.00000329841,0.00007404749,0.000006072944,0.0002840364],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001207022,"threshold_uncertainty_score":0.004037917,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4312101809","doi":"10.1061/jsendh.steng-11570","title":"Experimental Investigation on Self-Centering Steel-Timber Hybrid Beam-Column Connections","year":2022,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural engineering; Connection (principal bundle); Stiffness; Column (typography); Beam (structure); Composite number; Perpendicular; Engineering; Materials science; Composite material; Mathematics; Geometry","authors":[{"name":"Zheng Li","is_ca":false},{"name":"Fei Chen","is_ca":false},{"name":"Minjuan He","is_ca":false},{"name":"Weiguo Long","is_ca":false},{"name":"Jiajia Ou","is_ca":false},{"name":"Minghao Li","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01161743588236047,"gpt":0.1879292186168865,"spread":0.176311782734526,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003981816,0.000582687,0.0002313178,0.0004464203,0.000401912,0.0001638284,0.0005626919,0.0005894076,0.003058375],"category_scores_gemma":[0.0006912325,0.0002519841,0.0001874813,0.0003567121,0.0004798046,0.0005153767,0.0003258534,0.0004039264,0.0003833862],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001620487,"about_ca_system_score_gemma":0.0001525827,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005078902,"about_ca_topic_score_gemma":0.001943412,"domain_scores_codex":[0.999605,0.00003501488,0.00002405429,0.00009978865,0.0001699409,0.00006621215],"domain_scores_gemma":[0.9991946,0.0001137261,0.0001440479,0.0001424629,0.0003119829,0.00009333646],"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":[0.0001528775,0.0001365111,0.001728311,0.0001419119,0.0000110741,0.0002739107,0.0002608539,0.001789303,0.9890104,0.0002196321,0.0002383575,0.006036857],"study_design_scores_gemma":[0.00004838582,0.005010763,0.03736544,0.0000441027,0.0000649928,0.0004435978,0.0007412264,0.01481681,0.9368529,0.0002065658,0.004355096,0.0000501342],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9973604,0.0001012006,0.001599585,0.000011213,0.00002714155,0.0000206846,0.00009073433,0.00004724487,0.0007417249],"genre_scores_gemma":[0.9962568,0.00007598568,0.002328698,0.000008728744,0.000006347063,0.00002811567,0.00007661385,0.00001209519,0.001206661],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003058375,"threshold_uncertainty_score":0.01023126,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}