{"meta":{"query_hash":"dc42d6d1cd1a","filters":{"venue":"The Structural Design of Tall and Special Buildings"},"cohort_total":65,"direct_labels_cover":0,"predictions_cover":65,"exported":65,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/dc42d6d1cd1a","api":"https://metacan.xera.ac/api/v1/cohort?venue=The+Structural+Design+of+Tall+and+Special+Buildings"},"results":[{"id":"W1520806476","doi":"10.1002/tal.1175","title":"Seismic performance of reinforced concrete core wall buildings with and without moment resisting frames","year":2014,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural engineering; Seismic analysis; Building code; Structural system; Core (optical fiber); Moment (physics); Earthquake engineering; Reinforced concrete; Engineering; Code (set theory); Seismic loading; Computer science; Civil engineering","score_opus":0.009600791873903046,"score_gpt":0.20160363536350198,"score_spread":0.19200284348959892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1520806476","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99608827,0.00012112501,0.0031662392,0.00005061346,0.000048320024,0.00013902909,0.0000029313212,0.00003857725,0.00034490455],"genre_scores_gemma":[0.99696285,0.00026874235,0.0023885986,0.000056476023,0.00019353081,0.000003448525,0.0000024351118,0.000019065954,0.00010483589],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990818,0.000014683336,0.0003038311,0.00016230677,0.00020694852,0.00023045015],"domain_scores_gemma":[0.99951726,0.00006142395,0.00014581201,0.00016270876,0.000054970005,0.000057820438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002276612,0.00020761797,0.00037884695,0.0000817647,0.00014308971,0.00002951852,0.00017793823,0.0000616371,0.000018842571],"category_scores_gemma":[0.00001605309,0.00013221447,0.000040406285,0.00014509242,0.00026227065,0.00017585291,0.00004645984,0.0001503384,4.4190284e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015611093,0.0000021357278,0.026728593,0.0014467953,0.00083371176,0.000002246423,0.007705003,0.5801122,0.32966745,0.005846779,0.0007866491,0.045307286],"study_design_scores_gemma":[0.00068692805,0.0003348276,0.0068953005,0.00019475858,0.00012803303,0.000029078667,0.00014375181,0.96161014,0.02888664,0.00033903745,0.0004582522,0.0002932308],"about_ca_topic_score_codex":0.00006294847,"about_ca_topic_score_gemma":9.3775424e-7,"teacher_disagreement_score":0.38149792,"about_ca_system_score_codex":0.000018119295,"about_ca_system_score_gemma":0.0000092247365,"threshold_uncertainty_score":0.53915495},"labels":[],"label_agreement":null},{"id":"W1528072328","doi":"10.1002/tal.1222","title":"Efficient performance‐based design using parallel and cloud computing","year":2015,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia","keywords":"Cloud computing; Computer science; Supercomputer; Server; Distributed computing; Nonlinear system; Utility computing; Parallel computing; Cloud computing security; Operating system","score_opus":0.03514845427950442,"score_gpt":0.23582302239078592,"score_spread":0.2006745681112815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1528072328","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8865712,0.00030977363,0.112602904,0.00002172156,0.0002459999,0.000121614125,0.0000013559477,0.000039541912,0.00008584926],"genre_scores_gemma":[0.98668617,0.00003427516,0.012521461,0.00003840996,0.00069715595,8.114774e-7,0.0000010464844,0.00001407867,0.000006594036],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991985,0.00003309404,0.00022169294,0.00013475544,0.00017897777,0.00023301037],"domain_scores_gemma":[0.99964935,0.00005963123,0.000061701634,0.0001065808,0.000040546493,0.00008221416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032625996,0.00016919564,0.0002405397,0.00007550523,0.00015040363,0.000043361368,0.00013633716,0.000050060644,0.000008542609],"category_scores_gemma":[0.000013159257,0.0001167493,0.000038198697,0.00015966575,0.00013680832,0.000063661435,0.00004277827,0.00011545044,0.0000010403238],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054863624,0.0000016528933,0.00017918185,0.000026662812,0.000028378385,0.000001096015,0.0006392562,0.9914385,0.0038031125,0.000050985745,0.00015818283,0.003618096],"study_design_scores_gemma":[0.00043887692,0.00006323383,0.00073162664,0.00003772835,0.000052411677,0.000019275087,0.00013685515,0.99599046,0.0020684442,0.00023719134,0.00006008774,0.00016382459],"about_ca_topic_score_codex":0.000022917478,"about_ca_topic_score_gemma":2.9331596e-7,"teacher_disagreement_score":0.10011493,"about_ca_system_score_codex":0.000035907076,"about_ca_system_score_gemma":0.000022081489,"threshold_uncertainty_score":0.47608984},"labels":[],"label_agreement":null},{"id":"W1575012292","doi":"10.1002/tal.1157","title":"Fundamental periods of steel eccentrically braced frames","year":2014,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Toronto","keywords":"Induced seismicity; Structural engineering; Seismic hazard; Vibration; Geology; Work (physics); Mathematics; Seismology; Engineering; Physics","score_opus":0.0071090849002985014,"score_gpt":0.20152610732802798,"score_spread":0.19441702242772949,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1575012292","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99551535,0.00017317971,0.0032109034,0.000055228855,0.00013720486,0.000074270094,0.0000052487912,0.000025794077,0.0008028154],"genre_scores_gemma":[0.99842364,0.000118486,0.0009775065,0.00004194172,0.00036150403,0.0000011291455,0.0000018770796,0.000009861294,0.00006405438],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99934787,0.000020699083,0.00022303365,0.00009523021,0.0001550399,0.0001581381],"domain_scores_gemma":[0.9997009,0.000057703266,0.00006188093,0.00011559462,0.000024313033,0.00003958293],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011175872,0.00012182374,0.00024535417,0.000055377215,0.00006679673,0.000023199631,0.00018137618,0.000047724872,0.00013224925],"category_scores_gemma":[0.000018238914,0.00008085453,0.0000749135,0.00012588197,0.00013292208,0.000099597615,0.000037113725,0.000094320414,0.0000017912865],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041015114,0.000029002904,0.0072800247,0.0003383755,0.0007309274,0.0000036919814,0.006337143,0.16045198,0.6282907,0.01073847,0.004629128,0.18076041],"study_design_scores_gemma":[0.0021848113,0.0006503626,0.08477881,0.00016077312,0.0003820198,0.000049746814,0.0011739546,0.77729475,0.108846776,0.014506732,0.00895867,0.0010125854],"about_ca_topic_score_codex":0.000020926987,"about_ca_topic_score_gemma":0.000001199381,"teacher_disagreement_score":0.6168428,"about_ca_system_score_codex":0.000014680549,"about_ca_system_score_gemma":0.0000056228923,"threshold_uncertainty_score":0.3297152},"labels":[],"label_agreement":null},{"id":"W1583142844","doi":"10.1002/tal.1070","title":"Considering dynamic parameters of damaged structure in MPA and YPS nonlinear static procedures for asymmetric buildings","year":2013,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Modal; Plastic hinge; Hinge; Nonlinear system; Displacement (psychology); Frame (networking); Moment (physics); Fragility; Reinforced concrete; Engineering; Point (geometry); Rotation (mathematics); Vulnerability (computing); Incremental Dynamic Analysis; Modal analysis; Seismic analysis; Computer science; Mathematics; Materials science; Finite element method; Mechanical engineering; Geometry","score_opus":0.008545363271169846,"score_gpt":0.2168316938869964,"score_spread":0.20828633061582658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1583142844","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972722,0.0003551498,0.0017535451,0.00006801439,0.000068574394,0.0004206056,0.000024286952,0.000020189957,0.00001742701],"genre_scores_gemma":[0.98058015,0.00023355553,0.019049909,0.00003490501,0.000059781592,0.000009821532,0.0000042803645,0.000018789196,0.000008805918],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990937,0.000017533555,0.0003533452,0.00016561335,0.00012861405,0.0002411556],"domain_scores_gemma":[0.9994862,0.0002000963,0.00010678542,0.00010947347,0.000050010276,0.00004743444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001194578,0.00019199449,0.00037543595,0.00024280044,0.000064117354,0.000042836862,0.00015344415,0.00006718754,0.000017501425],"category_scores_gemma":[0.000106893014,0.000136334,0.000052141746,0.0003134467,0.00016667946,0.00022115522,0.0000369296,0.00014045036,1.9824493e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033323155,0.000026479633,0.0063072043,0.0027679685,0.0006870551,0.0000053506246,0.007918976,0.23752932,0.61693543,0.0008364061,0.0009880553,0.12566455],"study_design_scores_gemma":[0.0017074432,0.00030270303,0.03230872,0.00024466176,0.00019133826,0.00004153654,0.0013919037,0.90279746,0.03662542,0.023732549,0.00006029475,0.00059599365],"about_ca_topic_score_codex":0.00012004559,"about_ca_topic_score_gemma":0.000021662328,"teacher_disagreement_score":0.6652681,"about_ca_system_score_codex":0.00002458296,"about_ca_system_score_gemma":0.00001552684,"threshold_uncertainty_score":0.5559539},"labels":[],"label_agreement":null},{"id":"W1902754303","doi":"10.1002/tal.735","title":"Modeling soil–foundation–structure interaction","year":2011,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Foundation (evidence); Pile; Basement; Soil structure interaction; Embedment; Shallow foundation; Civil engineering; Engineering; Geology; Geotechnical engineering; Focus (optics); Structural engineering; Archaeology; Geography; Finite element method; Bearing capacity; Physics","score_opus":0.01858940361016866,"score_gpt":0.20625856901671727,"score_spread":0.1876691654065486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1902754303","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89978546,0.00011019039,0.097772576,0.000024028317,0.0007539608,0.00014078028,0.0000041036096,0.00016352085,0.0012453904],"genre_scores_gemma":[0.9962116,0.000048976362,0.0032269387,0.0000129556165,0.00045113562,0.000002322859,0.0000032098908,0.000021319753,0.000021528516],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992731,0.000017083743,0.00024118659,0.00014142443,0.00013412308,0.00019307969],"domain_scores_gemma":[0.99969393,0.000032445823,0.00003524161,0.00014985308,0.000036879144,0.000051660467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006806421,0.00018614218,0.00018644259,0.00006713012,0.00011130802,0.00003888649,0.00019487715,0.0000964802,0.00017161483],"category_scores_gemma":[0.000024747227,0.00012911204,0.00005295245,0.00010767205,0.00007986486,0.00018189999,0.000036459805,0.00025025007,0.0000015207529],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050832627,0.0000015069795,0.000007092978,0.000037708687,0.000052547068,0.0000011978499,0.0008851419,0.9606938,0.021771265,0.009936043,0.00008602123,0.006476857],"study_design_scores_gemma":[0.00025165448,0.0000718252,0.0008541802,0.000034368084,0.00004796835,0.00007953817,0.00015210446,0.89082754,0.008721493,0.09844025,0.00020096495,0.00031810786],"about_ca_topic_score_codex":0.00007581853,"about_ca_topic_score_gemma":0.000009803025,"teacher_disagreement_score":0.09642616,"about_ca_system_score_codex":0.000027012124,"about_ca_system_score_gemma":0.0000063466196,"threshold_uncertainty_score":0.5265036},"labels":[],"label_agreement":null},{"id":"W1944082307","doi":"10.1002/tal.739","title":"Large coseismic displacements and tall buildings","year":2011,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Tongji University","keywords":"Geology; Seismology; Directivity; Displacement (psychology); Parametric statistics; Structural engineering; Nonlinear system; Fault (geology); Geotechnical engineering; Engineering; Physics; Telecommunications; Mathematics","score_opus":0.013737643720585517,"score_gpt":0.20576139656508624,"score_spread":0.1920237528445007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1944082307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945508,0.0003789491,0.003530993,0.000028496446,0.00016783575,0.00013103294,0.000013421142,0.000047001868,0.0011514743],"genre_scores_gemma":[0.99823916,0.0004947517,0.00077015423,0.00008911004,0.00026073548,0.0000037481,0.0000033116353,0.000017867493,0.00012116597],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991715,0.000015631063,0.0002253806,0.0001630803,0.00014334626,0.0002810637],"domain_scores_gemma":[0.9996898,0.000025827381,0.000059698606,0.00013279059,0.000022614251,0.00006924288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015735229,0.0001907951,0.0002452819,0.00007569622,0.00014019251,0.000031526662,0.000196242,0.00006063954,0.00016097612],"category_scores_gemma":[0.000008898819,0.00013168193,0.000053846292,0.00012808578,0.00012985885,0.00021163729,0.00008055103,0.00012779378,0.0000037908208],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002443272,0.00018433276,0.032416306,0.0016584331,0.0044409106,0.000114608,0.0906786,0.021297911,0.56918967,0.07824348,0.04263764,0.15669486],"study_design_scores_gemma":[0.009442338,0.001429001,0.13785444,0.0006220786,0.0018050625,0.00042723023,0.0056054266,0.5558979,0.13805982,0.104769476,0.03956245,0.0045247865],"about_ca_topic_score_codex":0.000053056,"about_ca_topic_score_gemma":0.0000036431945,"teacher_disagreement_score":0.53459996,"about_ca_system_score_codex":0.000017318247,"about_ca_system_score_gemma":0.0000051161646,"threshold_uncertainty_score":0.5369833},"labels":[],"label_agreement":null},{"id":"W1967108340","doi":"10.1002/tal.668","title":"The significance of the 27 February 2010 offshore Maule, Chile earthquake","year":2010,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Subduction; Metropolitan area; Submarine pipeline; Geology; Seismology; Population; Geography; Archaeology; Oceanography; Tectonics; Demography","score_opus":0.006586947940812575,"score_gpt":0.1911383838726466,"score_spread":0.184551435931834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967108340","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972897,0.0001922887,0.00012685292,0.00030007857,0.0008428301,0.00018598446,0.000012617294,0.0000210397,0.0010285976],"genre_scores_gemma":[0.9985681,0.00022576746,0.00016398268,0.000034770284,0.00066067337,0.000003201866,0.0000011345888,0.000012608538,0.00032976418],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9992174,0.00002407558,0.00024271222,0.00011133727,0.0002005498,0.00020395355],"domain_scores_gemma":[0.99943143,0.000101369114,0.000091641356,0.0003031254,0.000038050835,0.000034357385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020390566,0.00014600717,0.0001925899,0.000027062477,0.00026486826,0.00003433227,0.0004900773,0.00006453304,0.00007814417],"category_scores_gemma":[0.000020845813,0.000067997884,0.00011116923,0.00018576586,0.00038815234,0.00009349182,0.000049526323,0.0003120481,0.0000025234642],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025445916,0.000017226288,0.006373994,0.00015280816,0.0005338685,0.0000031497675,0.0037526991,0.04300941,0.7988468,0.014810329,0.02976852,0.10247677],"study_design_scores_gemma":[0.0009837033,0.00016526577,0.6253724,0.000104849736,0.00032404697,0.00007321735,0.0006712666,0.08612867,0.23184474,0.033145953,0.020317813,0.00086805545],"about_ca_topic_score_codex":0.0001147622,"about_ca_topic_score_gemma":0.00009804197,"teacher_disagreement_score":0.6189984,"about_ca_system_score_codex":0.0000061967917,"about_ca_system_score_gemma":0.000018450635,"threshold_uncertainty_score":0.27728733},"labels":[],"label_agreement":null},{"id":"W1971171856","doi":"10.1002/tal.532","title":"Modelling criteria for r/c elements constructed with ultra‐high‐strength concrete and subjected to cyclic loading","year":2009,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Ductility (Earth science); Hinge; Flexural strength; Stiffness; Reinforcement; Macro; Shear strength (soil); Plastic hinge; Geotechnical engineering; Size effect on structural strength; Materials science; Engineering; Geology; Composite material; Computer science; Creep","score_opus":0.014064565925297916,"score_gpt":0.232178127759105,"score_spread":0.2181135618338071,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971171856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98210496,0.000077749864,0.016484188,0.00005277263,0.00018849688,0.00079889514,0.000060255123,0.0001229225,0.00010973368],"genre_scores_gemma":[0.957775,0.000039348513,0.041776113,0.000046000576,0.00029370727,0.000010564641,0.000015693313,0.00003080737,0.000012774416],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99866027,0.000023507258,0.00039058435,0.0002893472,0.00020778179,0.00042849037],"domain_scores_gemma":[0.9993405,0.00013345384,0.00010340036,0.0001781851,0.0000891518,0.0001553573],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000103187915,0.00034810617,0.00042605054,0.00011302786,0.00018560828,0.00011278618,0.00022799437,0.000094243645,0.00003823784],"category_scores_gemma":[0.000026292686,0.00024835952,0.000044626126,0.00018321247,0.00013740385,0.00021717657,0.000022855293,0.00015949005,4.4140342e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00064443215,1.6915087e-7,0.000060363647,0.00005439343,0.00010113381,0.000004853589,0.00089427625,0.012809444,0.9703883,0.0041534477,0.00013762542,0.01075154],"study_design_scores_gemma":[0.0050022816,0.0018787931,0.00368432,0.00031575817,0.00045263712,0.00034076185,0.0005177176,0.18611822,0.79104793,0.0086531,0.0002483307,0.0017401237],"about_ca_topic_score_codex":0.00003899935,"about_ca_topic_score_gemma":7.024965e-7,"teacher_disagreement_score":0.17934036,"about_ca_system_score_codex":0.000038830334,"about_ca_system_score_gemma":0.000013476017,"threshold_uncertainty_score":0.99999684},"labels":[],"label_agreement":null},{"id":"W1979240909","doi":"10.1002/tal.677","title":"Seismological and tectonic setting of the 27 February 2010 offshore Maule, Chile earthquake","year":2010,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Subduction; Geology; Seismology; Submarine pipeline; Plate tectonics; Tectonics; Convergent boundary; Interplate earthquake; Boundary (topology); Oceanography; Oceanic crust","score_opus":0.006798133987718925,"score_gpt":0.19312319334053132,"score_spread":0.1863250593528124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979240909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986369,0.00015003348,0.00013354355,0.00023802265,0.00032506324,0.000118262185,0.000008632361,0.000023286539,0.00036625486],"genre_scores_gemma":[0.99892896,0.00010723114,0.00046269715,0.000052822612,0.00036416916,0.0000012722841,0.0000013868689,0.000009594842,0.000071856724],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993376,0.000021013404,0.00020754345,0.00012109814,0.0001345271,0.00017823215],"domain_scores_gemma":[0.9996446,0.000062056686,0.00006890091,0.0001657594,0.000022350843,0.0000363286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016889714,0.00013923882,0.00022525243,0.00003907794,0.00014028761,0.000021699328,0.00022261716,0.000088092595,0.000088930334],"category_scores_gemma":[0.000019850884,0.00007446176,0.00007462294,0.00014559976,0.00024577454,0.000085208594,0.000068353635,0.00031562886,8.747473e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002050707,0.000022152004,0.048127014,0.00030717065,0.0005129559,0.000007930307,0.005069961,0.03125314,0.7660889,0.006176737,0.0051975246,0.13703147],"study_design_scores_gemma":[0.00051409466,0.0000988418,0.8918344,0.00005868408,0.00014642005,0.0001482257,0.00020282753,0.061255913,0.034227774,0.010178715,0.00096917624,0.00036495045],"about_ca_topic_score_codex":0.0000923723,"about_ca_topic_score_gemma":0.000025245768,"teacher_disagreement_score":0.8437074,"about_ca_system_score_codex":0.0000045735223,"about_ca_system_score_gemma":0.0000101052965,"threshold_uncertainty_score":0.30364624},"labels":[],"label_agreement":null},{"id":"W1982655553","doi":"10.1002/tal.465","title":"Incremental modified pushover analysis","year":2008,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Sharif University of Technology","keywords":"Incremental Dynamic Analysis; Bilinear interpolation; Structural engineering; Displacement (psychology); Hinge; Ground motion; Nonlinear system; Roof; Moment (physics); Intensity (physics); Mode (computer interface); Rotation (mathematics); Plastic hinge; Computer science; Mathematics; Engineering; Geometry; Physics; Statistics","score_opus":0.015591375057355574,"score_gpt":0.20552674620181932,"score_spread":0.18993537114446374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982655553","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9944465,0.00016002735,0.0040306486,0.000027169703,0.00008190313,0.000062812825,0.0000066907573,0.000036267124,0.0011479441],"genre_scores_gemma":[0.9988546,0.00027424443,0.00038773505,0.00004145553,0.00033904298,0.0000018133131,0.0000044974363,0.00000808999,0.0000885481],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99935323,0.000013765237,0.00019195933,0.000108617154,0.00016954116,0.00016287678],"domain_scores_gemma":[0.99975026,0.000026046371,0.00003939457,0.00012528307,0.000019222342,0.000039814986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007901736,0.00012719397,0.00024504252,0.000120938894,0.00013631595,0.000015258172,0.00016263004,0.000039660274,0.00014988166],"category_scores_gemma":[0.000005290065,0.00008514597,0.00011985395,0.0003851593,0.00012303982,0.00013326108,0.00003225684,0.00008763289,0.0000028176282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001940317,0.000012935721,0.006318492,0.000052633302,0.0034789694,0.000023199804,0.0039843977,0.85321647,0.11180522,0.0019352954,0.006655731,0.012322593],"study_design_scores_gemma":[0.00093426934,0.00010092659,0.08468646,0.000016335758,0.0013227602,0.00007254955,0.00029395652,0.87704146,0.030578319,0.003551182,0.000728244,0.00067351316],"about_ca_topic_score_codex":0.00007456163,"about_ca_topic_score_gemma":0.0000041971184,"teacher_disagreement_score":0.08122691,"about_ca_system_score_codex":0.000020879408,"about_ca_system_score_gemma":0.000005198429,"threshold_uncertainty_score":0.34721518},"labels":[],"label_agreement":null},{"id":"W1990733332","doi":"10.1002/tal.682","title":"Special issue: 2010 los angeles tall buildings structural design council—2010 magnitude 8·8 chile earthquake","year":2010,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Subduction; Geology; Seismology; Magnitude (astronomy); Moment magnitude scale; Submarine pipeline; Tectonics; Oceanography","score_opus":0.015385303287187324,"score_gpt":0.20907195869587303,"score_spread":0.1936866554086857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990733332","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9918322,0.00029534657,0.0010757928,0.00014424244,0.0034986695,0.0005003564,0.00011097958,0.00017239554,0.0023699927],"genre_scores_gemma":[0.9687999,0.00033753758,0.007122667,0.0001442153,0.022343047,0.000012858037,0.000022527362,0.000087627006,0.0011296308],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99732393,0.000058456546,0.0006284466,0.00047228255,0.0007803245,0.0007365608],"domain_scores_gemma":[0.998738,0.00015208937,0.00020528435,0.00046551094,0.00022291306,0.0002162191],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00055347965,0.00060258165,0.0006899129,0.00017541062,0.00046999153,0.00021553872,0.00078491267,0.00029415192,0.0021879426],"category_scores_gemma":[0.000086488515,0.0004385863,0.00023122749,0.00038771186,0.00054170814,0.0005633092,0.00011434832,0.00086279365,0.00002981742],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008651552,0.00003690152,0.0009455584,0.00030588536,0.0008672605,0.00006720689,0.004939273,0.051172435,0.49732634,0.0025777747,0.32670483,0.11419137],"study_design_scores_gemma":[0.007743624,0.0013466025,0.098655924,0.00041351354,0.0018717907,0.001351523,0.00129096,0.22320035,0.15646024,0.03114993,0.46946064,0.007054894],"about_ca_topic_score_codex":0.00022365504,"about_ca_topic_score_gemma":0.00024366393,"teacher_disagreement_score":0.34086612,"about_ca_system_score_codex":0.00009402118,"about_ca_system_score_gemma":0.00009624916,"threshold_uncertainty_score":0.9998066},"labels":[],"label_agreement":null},{"id":"W1993525675","doi":"10.1002/tal.633","title":"Deformation capacity of ultra‐high strength concrete flexural elements subjected to inelastic load reversals","year":2010,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flexural strength; Reinforcement; Brittleness; Ductility (Earth science); Materials science; Structural engineering; Deformation (meteorology); Beam (structure); Shear (geology); Composite material; Transverse plane; Shear strength (soil); Hinge; Geotechnical engineering; Geology; Creep; Engineering","score_opus":0.010618843655572849,"score_gpt":0.2124804560042258,"score_spread":0.20186161234865296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993525675","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976901,0.000012532999,0.0007361372,0.000022262657,0.0007378296,0.0004562654,0.000068725945,0.00007766305,0.00019849798],"genre_scores_gemma":[0.993055,0.000011109272,0.0065579787,0.000015415646,0.0003043219,0.0000060087973,0.000010888952,0.000021520511,0.000017785009],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99856544,0.000030438006,0.00053633325,0.00016903732,0.000384934,0.00031383982],"domain_scores_gemma":[0.99918616,0.00012552874,0.00017632057,0.0002245286,0.00016740999,0.00012006901],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018407538,0.00027046647,0.00037157602,0.0000966681,0.00009175867,0.000037676236,0.0003488938,0.00012088338,0.00017129116],"category_scores_gemma":[0.00016707616,0.00019654717,0.00007385817,0.00022556224,0.00016738621,0.0002851264,0.00004896937,0.0003090057,0.0000036018296],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000108543754,1.0953772e-7,0.00013812224,0.000043208987,0.000043310556,7.2209656e-7,0.00085213344,0.001050926,0.9937665,0.0016270591,0.00010441259,0.0022649684],"study_design_scores_gemma":[0.0008348546,0.00021359701,0.01701023,0.00004851201,0.00009768549,0.0000410687,0.00012357683,0.0036098296,0.97638047,0.0011909272,0.000071946524,0.00037728008],"about_ca_topic_score_codex":0.00024770247,"about_ca_topic_score_gemma":0.00001224634,"teacher_disagreement_score":0.017385991,"about_ca_system_score_codex":0.000057513,"about_ca_system_score_gemma":0.000026102223,"threshold_uncertainty_score":0.80149615},"labels":[],"label_agreement":null},{"id":"W2015705639","doi":"10.1002/tal.386","title":"On the effect of large deflection on nonlinear behavior of an eccentric bracing system","year":2007,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Bracing; Structural engineering; Concentric; Nonlinear system; Diagonal; Stiffness; Eccentric; Deflection (physics); Engineering; Mathematics; Brace; Physics; Geometry; Classical mechanics","score_opus":0.005836447559020704,"score_gpt":0.22902175950290715,"score_spread":0.22318531194388644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015705639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9848615,0.000019513498,0.014132538,0.0000058877026,0.00013570748,0.00021776576,0.000008225137,0.000025153853,0.00059370225],"genre_scores_gemma":[0.9995502,0.0000034473267,0.00022861555,0.00000631572,0.00018831315,0.0000014669805,0.0000028064496,0.000009840513,0.0000089476725],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993106,0.00006302887,0.00024017539,0.00008693959,0.00017782199,0.00012143879],"domain_scores_gemma":[0.99952424,0.00019625579,0.00010169997,0.00012342996,0.000026415375,0.00002796273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042863295,0.000109627894,0.00020343557,0.00009547286,0.00008277217,0.000011081367,0.00010976911,0.000050086794,0.000024649304],"category_scores_gemma":[0.000028195955,0.000060049286,0.000072172945,0.00020091896,0.000042663745,0.00005459745,0.0000120421755,0.000097986784,6.6421535e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026859925,0.000073414696,0.0034126358,0.0007688635,0.00051756593,0.000017859793,0.0031169392,0.5033063,0.37455884,0.059467003,0.00020633839,0.051868223],"study_design_scores_gemma":[0.0009979754,0.001337024,0.015453227,0.000138587,0.00031369354,0.000022958915,0.000390896,0.6219264,0.3587334,0.0004279591,0.00001393239,0.00024394014],"about_ca_topic_score_codex":0.000023536091,"about_ca_topic_score_gemma":0.000010653925,"teacher_disagreement_score":0.1186201,"about_ca_system_score_codex":0.000031733296,"about_ca_system_score_gemma":0.0000032123935,"threshold_uncertainty_score":0.24487388},"labels":[],"label_agreement":null},{"id":"W2016091960","doi":"10.1002/tal.517","title":"Seismic performance of a 20‐story steel‐frame building in Canada","year":2009,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Concordia University","keywords":"Structural engineering; Deflection (physics); Seismic analysis; Ground motion; Displacement (psychology); Context (archaeology); Engineering; Frame (networking); Steel frame; Computer science; Civil engineering; Mechanical engineering; Geology","score_opus":0.006171195519105692,"score_gpt":0.18307317439997525,"score_spread":0.17690197888086956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016091960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99883157,0.000391616,0.00022172675,0.000094115974,0.00013355682,0.00008974021,0.000005279127,0.000013822869,0.00021858519],"genre_scores_gemma":[0.9990734,0.00027158053,0.000351828,0.00007265601,0.0001904166,0.0000011600031,0.0000012524216,0.000008318977,0.00002942645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991761,0.000018870061,0.00027483705,0.00011410625,0.00018434637,0.00023176974],"domain_scores_gemma":[0.9996875,0.000044094973,0.00007573413,0.00013003316,0.00002330932,0.00003930759],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014038273,0.00015050756,0.0002948066,0.00009669281,0.00005706099,0.000009241985,0.00022395008,0.000040895182,0.000025049316],"category_scores_gemma":[0.000009015659,0.00011255025,0.000042640615,0.00022872436,0.000056745128,0.00015122314,0.000019601504,0.00019213338,3.2458686e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000113742,0.000004215519,0.0038674062,0.00011931792,0.00006743571,0.0000050784215,0.0009341784,0.8556141,0.098574504,0.0002650534,0.0011086824,0.039326243],"study_design_scores_gemma":[0.0005709929,0.00014957263,0.08058797,0.00017859791,0.000057374884,0.00002739162,0.00033008817,0.8873005,0.028339677,0.0013497213,0.00071061694,0.00039749406],"about_ca_topic_score_codex":0.01845655,"about_ca_topic_score_gemma":0.003963284,"teacher_disagreement_score":0.07672056,"about_ca_system_score_codex":0.00012577134,"about_ca_system_score_gemma":0.000079236444,"threshold_uncertainty_score":0.9880796},"labels":[],"label_agreement":null},{"id":"W2018413916","doi":"10.1002/tal.273","title":"Optimum design of pendulum-type tuned mass dampers","year":2005,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":94,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de l’Éducation, Gouvernement de l’Ontario","keywords":"Tuned mass damper; Pendulum; Acceleration; Control theory (sociology); Structural engineering; Damper; Aerodynamics; Optimal design; Aerodynamic force; White noise; Engineering; Physics; Computer science; Mechanics; Classical mechanics; Mechanical engineering","score_opus":0.01512807315848511,"score_gpt":0.21103030599093425,"score_spread":0.19590223283244915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018413916","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72010726,0.0012560879,0.2735482,0.00063286023,0.0008450447,0.00071436533,0.000015518883,0.00016488672,0.0027157948],"genre_scores_gemma":[0.98272663,0.0001806053,0.016310643,0.000041910294,0.0005752025,0.0000024271349,0.0000020327113,0.000013417367,0.00014710147],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991567,0.000054694126,0.00029646693,0.00013019802,0.00016193806,0.00019998384],"domain_scores_gemma":[0.99957854,0.00013041426,0.000054142634,0.00012432545,0.00005420534,0.000058367637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018351446,0.00016378789,0.00027477794,0.000046393732,0.0000780667,0.000022374721,0.00022524306,0.00009138916,0.0003930077],"category_scores_gemma":[0.000048147376,0.000102626436,0.000059138685,0.00012455546,0.00016557891,0.00014143373,0.000030030134,0.00012254038,0.000004466414],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024663287,0.000004223871,0.000033042976,0.000022614426,0.000072329225,0.0000015524462,0.0003598173,0.29348502,0.6914913,0.0071640527,0.0013496161,0.0057697743],"study_design_scores_gemma":[0.002513997,0.0010098997,0.004947675,0.0000716174,0.00017080597,0.00004578866,0.00023123666,0.7647199,0.19782892,0.025572095,0.0020010048,0.00088705734],"about_ca_topic_score_codex":0.0000064925503,"about_ca_topic_score_gemma":6.480444e-7,"teacher_disagreement_score":0.49366242,"about_ca_system_score_codex":0.000017786962,"about_ca_system_score_gemma":0.000012129186,"threshold_uncertainty_score":0.43031588},"labels":[],"label_agreement":null},{"id":"W2045108305","doi":"10.1002/tal.365","title":"Effect of soil conditions on the response of reinforced concrete tall structures to near‐fault earthquakes","year":2007,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":111,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Spectral acceleration; Acceleration; Seismology; Peak ground acceleration; Geology; Foundation (evidence); Geotechnical engineering; Fault (geology); Base isolation; Structural engineering; Ground motion; Engineering; Frame (networking); Physics; Geography","score_opus":0.007174049083846624,"score_gpt":0.23168840693690287,"score_spread":0.22451435785305626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045108305","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988695,0.00004621425,0.00031721787,0.000078151104,0.000104255625,0.00023468933,0.000027374615,0.000021099779,0.00030152564],"genre_scores_gemma":[0.9995489,0.000019700585,0.00012585695,0.00006701128,0.00015756275,0.0000026377177,0.0000032886069,0.000012250791,0.000062791994],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99905473,0.0000776389,0.00033095217,0.00010597554,0.00022983538,0.00020087797],"domain_scores_gemma":[0.9988021,0.0007817281,0.00010715649,0.00020701526,0.000050318362,0.00005165576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069908716,0.00017017948,0.00031902676,0.00009695885,0.00012529586,0.000020125834,0.00023788151,0.000063561834,0.00008644158],"category_scores_gemma":[0.00014596646,0.00009337694,0.00011351672,0.00023517502,0.0002703838,0.00006928059,0.00003228643,0.00013542101,0.0000017205364],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024945096,4.2963052e-7,0.00005225066,0.00006983964,0.00017107523,0.0000026035164,0.001974089,0.2568305,0.7329757,0.002388465,0.00085321633,0.0021873103],"study_design_scores_gemma":[0.00060240703,0.0009993492,0.01008663,0.00009183445,0.00012152544,0.000012930019,0.00027396216,0.028998304,0.95768243,0.0006997864,0.0002081017,0.00022274988],"about_ca_topic_score_codex":0.0000624547,"about_ca_topic_score_gemma":0.0000032454184,"teacher_disagreement_score":0.22783221,"about_ca_system_score_codex":0.000014885555,"about_ca_system_score_gemma":0.000011868916,"threshold_uncertainty_score":0.38078013},"labels":[],"label_agreement":null},{"id":"W2070111379","doi":"10.1002/tal.673","title":"Accelerographic measurements of the 27 February 2010 offshore Maule, Chile earthquake","year":2010,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Moment magnitude scale; Seismology; Magnitude (astronomy); Geology; Subduction; Intraplate earthquake; Interplate earthquake; Tsunami earthquake; Submarine pipeline; Peak ground acceleration; Earthquake magnitude; Slow earthquake; Seismic moment; Fault (geology); Ground motion; Tectonics; Geotechnical engineering","score_opus":0.016518643789701918,"score_gpt":0.2062193643250756,"score_spread":0.18970072053537368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070111379","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979779,0.00013065721,0.00006340608,0.00008365707,0.0006939752,0.00015013706,0.000008048172,0.000023960783,0.00086826115],"genre_scores_gemma":[0.9990596,0.00009408505,0.00029592033,0.0000299933,0.00043863236,0.0000019044828,0.0000018932479,0.000013168205,0.0000648141],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9991764,0.000019627048,0.00024017962,0.000115071336,0.00025897444,0.00018977349],"domain_scores_gemma":[0.9995593,0.000024082723,0.00008333882,0.00024761117,0.000045476638,0.0000402369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018237375,0.00015388527,0.00021988574,0.00006699741,0.00013131434,0.000023832506,0.0003916039,0.0000744767,0.00014498719],"category_scores_gemma":[0.000011647957,0.00008638801,0.0001299664,0.00025668406,0.00022247116,0.000121721765,0.000046176563,0.00026467413,0.0000017438273],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000120600365,0.000020496649,0.04825344,0.00014101679,0.00057117955,0.0000014147198,0.0016902697,0.014044596,0.88496846,0.0009821629,0.0068916017,0.04231475],"study_design_scores_gemma":[0.00065058214,0.000076082426,0.8285289,0.00006915145,0.00021637206,0.000027049155,0.00010152042,0.009705887,0.15424429,0.0051292805,0.0008592162,0.00039170796],"about_ca_topic_score_codex":0.000100767604,"about_ca_topic_score_gemma":0.00007529553,"teacher_disagreement_score":0.7802754,"about_ca_system_score_codex":0.00000504059,"about_ca_system_score_gemma":0.000012293461,"threshold_uncertainty_score":0.35228008},"labels":[],"label_agreement":null},{"id":"W2072906409","doi":"10.1002/tal.482","title":"Wind and tall buildings: negatives and positives","year":2008,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Solar Energy Systems and Technologies","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Natural ventilation; Wind engineering; Marine engineering; Wind power; Crosswind; Vortex shedding; Environmental science; Aerodynamics; Wind tunnel; Engineering; Ventilation (architecture); Structural engineering; Architectural engineering; Meteorology; Aerospace engineering; Mechanical engineering; Turbulence","score_opus":0.01177348478158318,"score_gpt":0.19430769589981606,"score_spread":0.18253421111823287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072906409","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960566,0.0023170104,0.0005365633,0.000079959136,0.00011950492,0.00014481645,0.000006158029,0.000106727406,0.00063263386],"genre_scores_gemma":[0.9966198,0.0009900439,0.0020719545,0.000011582757,0.00022774737,0.0000022764268,6.6216546e-7,0.000016528025,0.00005939843],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99934536,0.000022022397,0.00017396548,0.00016980735,0.000105327184,0.00018353942],"domain_scores_gemma":[0.99968195,0.00009764727,0.000051827705,0.000099893245,0.000023527991,0.000045164004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000076842305,0.00018551714,0.00024940402,0.000068646004,0.00019466237,0.000039718878,0.00012228162,0.00009073102,0.000008145781],"category_scores_gemma":[0.00003335722,0.00012532907,0.000028219885,0.000092523085,0.0005177102,0.00018130995,0.00008644998,0.00012877822,2.8018644e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037370546,0.000020104444,0.01059043,0.0004552981,0.0009046792,0.00010877581,0.024419017,0.010243822,0.75190467,0.13243483,0.0023317637,0.0662129],"study_design_scores_gemma":[0.004494153,0.0015965564,0.5393395,0.0006673113,0.0002880229,0.0036389218,0.006754768,0.021224253,0.27676904,0.13421457,0.007895321,0.0031176163],"about_ca_topic_score_codex":0.000060637783,"about_ca_topic_score_gemma":0.000002907847,"teacher_disagreement_score":0.52874905,"about_ca_system_score_codex":0.000010469633,"about_ca_system_score_gemma":0.000004671698,"threshold_uncertainty_score":0.5110771},"labels":[],"label_agreement":null},{"id":"W2082558123","doi":"10.1002/tal.382","title":"Idealized backbone model for existing reinforced concrete columns and comparisons with FEMA 356 criteria","year":2006,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Earthquake shaking table; Structural engineering; Reinforced concrete; Column (typography); Flexural strength; Shear (geology); Geotechnical engineering; Computer science; Engineering; Geology","score_opus":0.023489222663645823,"score_gpt":0.2418017044899956,"score_spread":0.21831248182634977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082558123","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92059505,0.00013496239,0.07837826,0.00005084327,0.00004301456,0.000225886,0.000024524716,0.00004586915,0.0005015639],"genre_scores_gemma":[0.9863641,0.00003940969,0.012964335,0.00003473229,0.00030627448,0.000009264729,0.000012882688,0.000017481692,0.00025146586],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928474,0.0000099822955,0.00025036238,0.00013221915,0.00010529921,0.00021741888],"domain_scores_gemma":[0.9996704,0.000070236274,0.00007585747,0.00009817339,0.0000451459,0.00004019989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000118462995,0.00016302297,0.00032225926,0.00004607438,0.00019324945,0.00006470588,0.00010307698,0.000047486785,0.000014665329],"category_scores_gemma":[0.000008838896,0.00011300526,0.00004516117,0.00009246106,0.00014892204,0.00012968262,0.00002445159,0.00007436867,2.2816398e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00085879734,0.0000011218683,0.00027335985,0.00031543584,0.00027238386,0.0000035171831,0.0020770254,0.74316984,0.22971924,0.01180988,0.009857552,0.0016418471],"study_design_scores_gemma":[0.0007808074,0.000058439127,0.0003516503,0.000037548507,0.00008980921,0.000013863559,0.00011614575,0.993766,0.0029557226,0.0014948822,0.00015473562,0.00018036437],"about_ca_topic_score_codex":0.00013226025,"about_ca_topic_score_gemma":0.000013672723,"teacher_disagreement_score":0.2505962,"about_ca_system_score_codex":0.000015241399,"about_ca_system_score_gemma":0.0000091950715,"threshold_uncertainty_score":0.46082208},"labels":[],"label_agreement":null},{"id":"W2114776246","doi":"10.1002/tal.1110","title":"A new pushover procedure for two‐way asymmetric‐plan tall buildings under bidirectional earthquakes","year":2013,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Modal; Structural engineering; Hinge; Incremental Dynamic Analysis; Plan (archaeology); Engineering; Nonlinear system; Torsion (gastropod); Seismic analysis; Geology","score_opus":0.012223257006064239,"score_gpt":0.21368933832296086,"score_spread":0.2014660813168966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114776246","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9761529,0.0003908421,0.021559823,0.00029541884,0.00034082678,0.00042872157,0.000014471534,0.00009231643,0.0007246983],"genre_scores_gemma":[0.9923663,0.00008645318,0.00504177,0.00014745521,0.0015721385,0.00002018627,0.000008612892,0.000028605464,0.0007284501],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989423,0.000012252633,0.0002795904,0.00021348173,0.00022647592,0.00032586884],"domain_scores_gemma":[0.99950546,0.00011112176,0.00008021492,0.00012483275,0.00007361287,0.00010475123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000122465,0.0002369299,0.00029345584,0.00016770345,0.0001653517,0.00010605093,0.00023236181,0.000083908286,0.0002802465],"category_scores_gemma":[0.000029524896,0.00016262934,0.0001315256,0.00035273252,0.000071987575,0.00034694324,0.000035433994,0.00014864735,0.000010721085],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041273548,0.00003062365,0.0017129184,0.00042473088,0.0014548835,0.0000033244341,0.0028210154,0.25215518,0.27858916,0.017408546,0.19340701,0.25157988],"study_design_scores_gemma":[0.00792837,0.0010743608,0.082814135,0.0003964929,0.0010599834,0.0003979366,0.001715516,0.52645504,0.14570239,0.19037364,0.038393304,0.003688837],"about_ca_topic_score_codex":0.00019875301,"about_ca_topic_score_gemma":0.000013118984,"teacher_disagreement_score":0.27429983,"about_ca_system_score_codex":0.00003600013,"about_ca_system_score_gemma":0.00002619099,"threshold_uncertainty_score":0.6631832},"labels":[],"label_agreement":null},{"id":"W2122752648","doi":"10.1002/tal.1229","title":"Enhanced performance through a dual isolation seismic protection system","year":2015,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Base isolation; Isolation (microbiology); Dual (grammatical number); Displacement (psychology); Structural engineering; Ground motion; Foundation (evidence); Dual purpose; Computer science; Acceleration; Engineering; Mechanical engineering; Physics; Telecommunications; Law; Frame (networking)","score_opus":0.019451706639795556,"score_gpt":0.20775484926050766,"score_spread":0.1883031426207121,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2122752648","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9294576,0.000101199825,0.06884339,0.000032572476,0.00028850863,0.00018628861,0.000001953891,0.00008571151,0.0010027657],"genre_scores_gemma":[0.9985804,0.00007284511,0.0005384271,0.000015670357,0.00071590074,0.000009662242,0.0000022946867,0.0000116285955,0.00005318827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993426,0.000020549916,0.000205392,0.000110322566,0.00016450569,0.00015663763],"domain_scores_gemma":[0.99973553,0.000011009173,0.00006525738,0.000103914455,0.00005001063,0.000034295135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014178934,0.00013113982,0.00017962031,0.000044511984,0.00010281634,0.000029220499,0.000093800685,0.00005543747,0.000007678647],"category_scores_gemma":[0.0000076213328,0.00008987001,0.000038352086,0.00017699784,0.000056806253,0.00033863785,0.000021173077,0.00010994048,0.0000047254066],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029879896,0.000004499522,0.000078161815,0.00030996793,0.00016354618,0.0000018547033,0.007412187,0.83093166,0.12737933,0.0008966951,0.00072549644,0.031797808],"study_design_scores_gemma":[0.0003828812,0.00012142775,0.00059002853,0.000064178945,0.00004987997,0.00003942845,0.0005910169,0.9577874,0.039052222,0.00077414355,0.00036662794,0.00018076308],"about_ca_topic_score_codex":0.0000405147,"about_ca_topic_score_gemma":9.661843e-7,"teacher_disagreement_score":0.12685575,"about_ca_system_score_codex":0.00006358111,"about_ca_system_score_gemma":0.000012240376,"threshold_uncertainty_score":0.36647928},"labels":[],"label_agreement":null},{"id":"W2136428486","doi":"10.1002/tal.1107","title":"Finite element modeling and parametric analysis of timber–steel hybrid structures","year":2013,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Infill; Structural engineering; Finite element method; Shear wall; Parametric statistics; Stiffness; Shear (geology); Engineering; Materials science; Composite material; Mathematics","score_opus":0.016451161781097973,"score_gpt":0.20339541527898863,"score_spread":0.18694425349789065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2136428486","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99584997,0.0011324625,0.0024445378,0.000025736297,0.00007606631,0.00021053778,0.000013405102,0.000022801401,0.00022451134],"genre_scores_gemma":[0.9975792,0.00032699824,0.001936426,0.000007652794,0.00009637948,0.0000054057496,0.0000066581297,0.000010873394,0.000030389181],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99926645,0.000022317601,0.00025933606,0.000125787,0.00014460534,0.00018148494],"domain_scores_gemma":[0.9996476,0.00008200293,0.000059415135,0.00012031286,0.0000429012,0.000047757036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006532855,0.00016305006,0.00031971734,0.00019862199,0.00006829627,0.000045867124,0.000106114305,0.00003353895,0.00014266046],"category_scores_gemma":[0.000018886984,0.00009915793,0.00007163341,0.0002791243,0.00009666961,0.00014557093,0.000043297096,0.00006999121,6.923272e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038037284,0.0000029435996,0.0012959609,0.000049014834,0.0010058737,6.9351876e-7,0.000697408,0.9820513,0.004981427,0.000843337,0.00012644727,0.008907531],"study_design_scores_gemma":[0.0002616139,0.00009111501,0.010002074,0.000011379919,0.00056288263,0.0000028106012,0.000103174185,0.9724426,0.0055133835,0.010812313,0.000027830412,0.0001688077],"about_ca_topic_score_codex":0.0002445798,"about_ca_topic_score_gemma":0.0000065062595,"teacher_disagreement_score":0.0099689765,"about_ca_system_score_codex":0.000014007066,"about_ca_system_score_gemma":0.0000041605376,"threshold_uncertainty_score":0.4043543},"labels":[],"label_agreement":null},{"id":"W2150403302","doi":"10.1002/tal.1104","title":"On the efficiency of semi‐active smart structures: self‐regulating MR dampers control system for tall buildings","year":2013,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Damper; Structural engineering; Controller (irrigation); Smart material; Structural system; Engineering; Vibration control; Magnetorheological fluid; Control (management); Control engineering; Vibration; Computer science; Materials science; Artificial intelligence","score_opus":0.00732801441361462,"score_gpt":0.18924448354791823,"score_spread":0.18191646913430362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150403302","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96459615,0.00012074632,0.032546256,0.00023905808,0.00039733658,0.0013272251,0.000037993996,0.0001046859,0.00063057366],"genre_scores_gemma":[0.9982638,0.000009248681,0.0011566732,0.0000701809,0.00040598324,0.000044091492,0.0000025018649,0.000022514763,0.000025001755],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986759,0.000083338986,0.0004453167,0.00022171553,0.0002540776,0.00031964766],"domain_scores_gemma":[0.998471,0.000972584,0.00015977892,0.00019207849,0.00013650503,0.00006800425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027155783,0.00027207186,0.00042780553,0.000059240316,0.00027471036,0.00006323896,0.00036148462,0.00012693851,0.00010065955],"category_scores_gemma":[0.00015573823,0.00013825251,0.00014687655,0.00014053566,0.00022139595,0.0001430978,0.000039557424,0.00018300947,0.000001531761],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043832403,0.000012345287,0.00006707628,0.0002598612,0.00037642315,7.6908253e-7,0.0022334745,0.11562113,0.601645,0.27499494,0.0013518172,0.0029988638],"study_design_scores_gemma":[0.0036995194,0.0010623983,0.0040102676,0.00023852919,0.00025972482,0.000038348768,0.0016395212,0.8136041,0.120031886,0.05439329,0.00022403782,0.0007983493],"about_ca_topic_score_codex":0.00004245347,"about_ca_topic_score_gemma":0.0000010914086,"teacher_disagreement_score":0.697983,"about_ca_system_score_codex":0.000049614075,"about_ca_system_score_gemma":0.000015115943,"threshold_uncertainty_score":0.5637773},"labels":[],"label_agreement":null},{"id":"W2162216889","doi":"10.1002/tal.207","title":"Reliability analysis of wind response of flexibly supported tall structures","year":2002,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Probabilistic logic; Structural engineering; Substructure; Soil structure interaction; Reliability (semiconductor); Engineering; Probabilistic analysis of algorithms; Foundation (evidence); Geotechnical engineering; Random variable; Mathematics; Statistics; Finite element method; Physics","score_opus":0.011534159272813429,"score_gpt":0.2077963250799204,"score_spread":0.19626216580710698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162216889","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952704,0.00022191092,0.0040883245,0.00003891357,0.000066971676,0.00010848042,0.000045238525,0.000051036786,0.00010874464],"genre_scores_gemma":[0.99838656,0.00007103604,0.0013933923,0.000004658237,0.0000660641,9.03862e-7,0.0000039556235,0.00001388987,0.00005954221],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987619,0.00006795467,0.0005249322,0.0001800601,0.00026529524,0.00019988333],"domain_scores_gemma":[0.9991353,0.00024416586,0.0001365435,0.000332574,0.00008616217,0.00006521226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035701165,0.0001949183,0.0006031799,0.00028783348,0.000041715004,0.000011814246,0.00028270087,0.00011055885,0.00038088358],"category_scores_gemma":[0.00019063754,0.00013640303,0.00025641965,0.0009176651,0.00025023354,0.00007050558,0.000047559395,0.00015996728,4.0215963e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013853436,0.000005744732,0.000101024656,0.00005320783,0.0005345249,0.0000012383769,0.00035542657,0.83694303,0.1603864,0.00036333897,0.00013292955,0.0009845786],"study_design_scores_gemma":[0.0005725519,0.00028123648,0.13534074,0.000042337175,0.0020047608,0.000009282574,0.00011559864,0.78950965,0.066567615,0.0048619444,0.00022407055,0.00047022634],"about_ca_topic_score_codex":0.000062733714,"about_ca_topic_score_gemma":0.0000015584678,"teacher_disagreement_score":0.1352397,"about_ca_system_score_codex":0.000020220652,"about_ca_system_score_gemma":0.00000558994,"threshold_uncertainty_score":0.55623543},"labels":[],"label_agreement":null},{"id":"W2167373878","doi":"10.1002/tal.354","title":"Modeling of lightly reinforced concrete walls subjected to near‐fault and far‐field earthquake ground motions","year":2007,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"McMaster University","keywords":"Structural engineering; Earthquake shaking table; Dissipation; Displacement (psychology); Reinforcement; Ductility (Earth science); Reinforced concrete; Deformation (meteorology); Geotechnical engineering; Geology; Engineering; Materials science; Creep","score_opus":0.010577203453928163,"score_gpt":0.2159197349149237,"score_spread":0.20534253146099554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167373878","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9711733,0.000121275356,0.028027467,0.00006322359,0.00008893459,0.0001293957,0.000004677042,0.000032874847,0.00035887517],"genre_scores_gemma":[0.9976351,0.0001366037,0.0018698426,0.00007522524,0.00020432031,0.0000011340414,0.0000024989686,0.000011281197,0.000063984626],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991989,0.000009992527,0.00031293422,0.00011934399,0.00014592963,0.0002128889],"domain_scores_gemma":[0.99963695,0.000062943305,0.000044113534,0.00012242375,0.00005994326,0.00007365779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018987946,0.00014141337,0.0002506781,0.0000911853,0.00012163214,0.000037979495,0.00013102636,0.00007127637,0.000028194565],"category_scores_gemma":[0.000029618173,0.000104163286,0.00005605439,0.00021589614,0.000067956025,0.00014552544,0.00003836067,0.000119412485,9.825176e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021440892,8.5321557e-7,0.00011053606,0.0000897587,0.00021105041,0.0000044375024,0.0047741146,0.52456236,0.45133317,0.0022630424,0.00019306243,0.016243199],"study_design_scores_gemma":[0.0004005933,0.00017004779,0.002830255,0.000057138193,0.00008623167,0.000018051838,0.00036020763,0.95839757,0.036681328,0.00062558916,0.00012041258,0.0002525717],"about_ca_topic_score_codex":0.00025256485,"about_ca_topic_score_gemma":0.000016850598,"teacher_disagreement_score":0.43383518,"about_ca_system_score_codex":0.000012035013,"about_ca_system_score_gemma":0.000008009545,"threshold_uncertainty_score":0.42476556},"labels":[],"label_agreement":null},{"id":"W2171435664","doi":"10.1002/tal.1149","title":"Incremental dynamic analysis of steel frames equipped with NiTi shape memory alloy braces","year":2014,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Bracing; Structural engineering; Shape-memory alloy; Buckling; Braced frame; SMA*; Incremental Dynamic Analysis; Displacement (psychology); Brace; Diagonal; Seismic analysis; Geology; Materials science; Engineering; Computer science; Frame (networking); Mathematics; Composite material; Mechanical engineering; Geometry","score_opus":0.006919459101310946,"score_gpt":0.20639374940597122,"score_spread":0.19947429030466027,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2171435664","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978207,0.00014866245,0.0013961786,0.000031958167,0.00004983483,0.000086972046,0.000015649954,0.00003174275,0.00041833447],"genre_scores_gemma":[0.9988337,0.000116883,0.0008182568,0.000040821342,0.00012763681,0.0000021229744,0.000008418036,0.000013342071,0.000038806495],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991405,0.000030380585,0.00026418237,0.00014380459,0.0002343562,0.00018677893],"domain_scores_gemma":[0.99957323,0.00007956357,0.0001068217,0.0001611607,0.00003804621,0.000041187926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014402426,0.00017352994,0.00041995832,0.00019922567,0.00007949446,0.000027281438,0.00023154342,0.00005092814,0.0002493385],"category_scores_gemma":[0.00001065561,0.000109634115,0.00010885591,0.0004276129,0.00017794821,0.00016029253,0.000043392713,0.00010392703,8.6725413e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003499192,0.000016200844,0.0041625076,0.00019105857,0.004930047,0.0000034984005,0.0031525162,0.4282623,0.4944837,0.00064478,0.00018882261,0.063614644],"study_design_scores_gemma":[0.00039520735,0.0001513725,0.0345405,0.000037032205,0.0010136253,0.000005081358,0.0004574714,0.95112044,0.011575658,0.0004078358,0.000047942987,0.00024782875],"about_ca_topic_score_codex":0.00007003073,"about_ca_topic_score_gemma":0.00003445498,"teacher_disagreement_score":0.52285814,"about_ca_system_score_codex":0.000019187913,"about_ca_system_score_gemma":0.000006783762,"threshold_uncertainty_score":0.44707495},"labels":[],"label_agreement":null},{"id":"W2380645523","doi":"10.1002/tal.1287","title":"Failure probability minimization of buildings through passive friction dampers","year":2016,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Concordia University","keywords":"Damper; Dissipation; Backtracking; Minification; Structural engineering; Control theory (sociology); Computer science; Mathematical optimization; Engineering; Control (management); Mathematics","score_opus":0.011450813677353813,"score_gpt":0.19940218130881554,"score_spread":0.18795136763146172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2380645523","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84157187,0.00009815403,0.1564234,0.0007650939,0.00028723976,0.00034278902,0.000016302609,0.00006810047,0.00042704065],"genre_scores_gemma":[0.99393433,0.00010881611,0.005562835,0.000019003504,0.0003163434,0.000006441453,0.0000017425089,0.000009098021,0.000041410996],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99921036,0.000046655994,0.00029323602,0.00015126962,0.00014980568,0.00014865774],"domain_scores_gemma":[0.99954027,0.00014376544,0.00008423674,0.00011399923,0.000084885025,0.00003287273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009353431,0.00014120166,0.00022481392,0.000028970326,0.00008291353,0.000014526167,0.00014119367,0.000098692006,0.00016628185],"category_scores_gemma":[0.000104724044,0.000070429036,0.00006396117,0.00012409629,0.00022224498,0.0002508999,0.000032276872,0.00006686701,0.0000010849944],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024054274,0.000010275905,0.00048867177,0.00008578046,0.000109663,7.627798e-7,0.0013908863,0.015657453,0.8710993,0.084709406,0.002417909,0.023789383],"study_design_scores_gemma":[0.00426819,0.0010538272,0.03715193,0.00031543974,0.00026033848,0.00004244802,0.00051421195,0.02832486,0.4499079,0.47100875,0.0059377044,0.0012144173],"about_ca_topic_score_codex":0.000012069884,"about_ca_topic_score_gemma":0.00000215659,"teacher_disagreement_score":0.42119136,"about_ca_system_score_codex":0.000027206212,"about_ca_system_score_gemma":0.000009082109,"threshold_uncertainty_score":0.28720126},"labels":[],"label_agreement":null},{"id":"W2591746412","doi":"10.1002/tal.1362","title":"On the evaluation of wind loads for wind turbines' foundation design: Experimental and numerical investigations","year":2017,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Wind Energy Research and Development","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Wind power; Foundation (evidence); Turbine; Aerodynamics; Renewable energy; Marine engineering; Wind engineering; Engineering; Structural engineering; Tower; Wind speed; Environmental science; Meteorology; Aerospace engineering","score_opus":0.06926120591101327,"score_gpt":0.3039694089072472,"score_spread":0.23470820299623396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2591746412","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99084914,0.000093915376,0.0076936404,0.00030140075,0.0001527318,0.00051759393,0.0000038872863,0.000009117489,0.0003785731],"genre_scores_gemma":[0.99759257,0.000009829799,0.0021128054,0.000015103095,0.00021861674,0.000015404334,0.000003738961,0.000009356192,0.000022576613],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992505,0.000057894606,0.00016171655,0.00010851503,0.00028815045,0.00013322203],"domain_scores_gemma":[0.9994461,0.0002013955,0.000076947974,0.00014802271,0.00007964856,0.000047866994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005124303,0.00010796782,0.00012779604,0.0000346647,0.00036452888,0.00008059509,0.00017071948,0.000039028135,0.00005089141],"category_scores_gemma":[0.00023164344,0.00006398657,0.000026499716,0.000037226142,0.00024491566,0.00014156393,0.000040218638,0.00006724796,5.571086e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009869612,0.000039367285,0.00047288815,0.00011474953,0.0004013618,0.0000012004705,0.006930453,0.24539745,0.6072041,0.07492309,0.005914936,0.057613432],"study_design_scores_gemma":[0.0023466751,0.00070068013,0.05937468,0.00011471402,0.00010681224,0.00001594811,0.00038857295,0.37221977,0.41005698,0.15391357,0.00032806303,0.0004335381],"about_ca_topic_score_codex":0.000021209076,"about_ca_topic_score_gemma":8.612001e-7,"teacher_disagreement_score":0.19714713,"about_ca_system_score_codex":0.000035709403,"about_ca_system_score_gemma":0.000037829574,"threshold_uncertainty_score":0.28036982},"labels":[],"label_agreement":null},{"id":"W2735268742","doi":"10.1002/tal.1401","title":"Performance evaluation of infilled rocking wall frame structure","year":2017,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"University of British Columbia; China Scholarship Council","keywords":"Frame (networking); Structural engineering; Margin (machine learning); Structural system; Mechanism (biology); Engineering; Shear wall; Situated; Computer science; Geotechnical engineering; Mechanical engineering; Physics; Artificial intelligence","score_opus":0.019829487971541875,"score_gpt":0.24463712973064525,"score_spread":0.22480764175910337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2735268742","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99852514,0.00019437961,0.00016531395,0.00003825021,0.00019640218,0.0001367813,0.0000057876687,0.000016673765,0.00072125136],"genre_scores_gemma":[0.99905473,0.00020185053,0.00032472468,0.000013067466,0.00037462582,0.0000019076488,0.0000027587987,0.000010513231,0.000015793208],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991597,0.000020210373,0.00023516733,0.0001072495,0.00032411437,0.00015358855],"domain_scores_gemma":[0.9994008,0.000024785413,0.00016819993,0.00027183577,0.000106356114,0.000028014965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027358206,0.00013817506,0.00024241205,0.000060298975,0.00024780238,0.000045479603,0.00034010544,0.00006899575,0.0001263923],"category_scores_gemma":[0.00004651084,0.00009247041,0.00005647616,0.000059635753,0.00013206202,0.00029017057,0.000051951647,0.00012765612,7.3188426e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013609856,0.0000041812823,0.006980221,0.00018288312,0.00036035298,7.2568014e-7,0.003143562,0.5759654,0.18470386,0.00043760322,0.00047356405,0.22761156],"study_design_scores_gemma":[0.0005496586,0.000049197337,0.075800404,0.000073912925,0.00018818298,0.000007546137,0.000074744756,0.88635397,0.03334163,0.0032486308,0.000121057485,0.00019109008],"about_ca_topic_score_codex":0.00004295882,"about_ca_topic_score_gemma":0.0000054461198,"teacher_disagreement_score":0.31038854,"about_ca_system_score_codex":0.00002469708,"about_ca_system_score_gemma":0.00001521002,"threshold_uncertainty_score":0.3770834},"labels":[],"label_agreement":null},{"id":"W2736299972","doi":"10.1002/tal.1398","title":"Case study of the seismic response of an extra‐dosed cable‐stayed bridge with cable‐sliding friction aseismic bearing using shake table tests","year":2017,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Ministry of Science and Technology of the People's Republic of China; National Natural Science Foundation of China","keywords":"Earthquake shaking table; Pier; Structural engineering; Acceleration; Bearing (navigation); Girder; Engineering; Bridge (graph theory); Displacement (psychology); Shake; Finite element method; Peak ground acceleration; Geotechnical engineering; Ground motion; Computer science; Physics; Mechanical engineering","score_opus":0.03692997657064335,"score_gpt":0.2592591390218109,"score_spread":0.22232916245116757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2736299972","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974903,0.000036962574,0.0012745752,0.0000075824673,0.00029859206,0.0007841694,0.000026141734,0.00004513182,0.000036529844],"genre_scores_gemma":[0.9984374,0.000005211991,0.0013135702,0.0000042799975,0.00015579017,0.000005036898,0.0000010299036,0.0000456043,0.00003207037],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983754,0.00012755702,0.0004898326,0.0002742409,0.00038020106,0.00035274538],"domain_scores_gemma":[0.9984188,0.00015961599,0.00047760853,0.00072680507,0.00013201512,0.000085157124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004201806,0.00032726486,0.00048925093,0.00011444671,0.0006936654,0.00012263976,0.0006167579,0.00010167933,0.000019916079],"category_scores_gemma":[0.0000981011,0.000211633,0.000072337476,0.00020674142,0.00021452317,0.0005785878,0.00016155586,0.0002847745,1.07034275e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008569185,0.000002829583,0.0016309206,0.00006405292,0.000108920125,0.00012501355,0.00406841,0.4443529,0.5472008,0.000026940466,0.000008829587,0.0015534553],"study_design_scores_gemma":[0.0034439443,0.0012404675,0.10822642,0.00029474022,0.0006296301,0.0037558672,0.004162068,0.5701916,0.30704498,0.00023256533,0.000009058117,0.0007686646],"about_ca_topic_score_codex":0.007197242,"about_ca_topic_score_gemma":0.0000577078,"teacher_disagreement_score":0.24015585,"about_ca_system_score_codex":0.000096369135,"about_ca_system_score_gemma":0.000058837584,"threshold_uncertainty_score":0.9994139},"labels":[],"label_agreement":null},{"id":"W2775306757","doi":"10.1002/tal.1460","title":"Optimizing parameters of tuned mass damper subjected to critical earthquake","year":2017,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Tuned mass damper; Structural engineering; Vibration control; Roof; Vibration; Displacement (psychology); Damper; Optimal design; Geology; Engineering; Computer science","score_opus":0.01920303705298608,"score_gpt":0.2422122789615104,"score_spread":0.22300924190852434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2775306757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9589763,0.000076285265,0.039118472,0.00046657483,0.0003659548,0.00018340617,0.000010455529,0.000036986057,0.00076554436],"genre_scores_gemma":[0.98214895,0.000021319413,0.017520849,0.00003903673,0.00022215914,0.0000033485146,7.9189095e-7,0.000009709863,0.000033840446],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999278,0.00003257697,0.00023419627,0.00012664266,0.0001368444,0.00019175369],"domain_scores_gemma":[0.9994512,0.00017335106,0.000040291994,0.00020144154,0.00005492723,0.00007874106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013282678,0.00013027248,0.00026036962,0.000036643763,0.00018962036,0.00007145382,0.00028296036,0.000070441165,0.000095281626],"category_scores_gemma":[0.0002963257,0.00008249869,0.00006222235,0.000043295917,0.00025824204,0.0001382718,0.00005537952,0.000104477236,0.0000019524437],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027462066,0.000004120741,0.0001913712,0.000045622368,0.00007313875,0.000004959431,0.0007023673,0.020410752,0.9536289,0.016492574,0.00032185658,0.0078497045],"study_design_scores_gemma":[0.0035315594,0.0015440907,0.17143527,0.00029683954,0.0002789588,0.00005303768,0.0004328063,0.14866075,0.59820014,0.07331646,0.0006380305,0.0016120696],"about_ca_topic_score_codex":0.000020033274,"about_ca_topic_score_gemma":0.0000027298993,"teacher_disagreement_score":0.35542879,"about_ca_system_score_codex":0.000007543561,"about_ca_system_score_gemma":0.000006075512,"threshold_uncertainty_score":0.3364199},"labels":[],"label_agreement":null},{"id":"W2789487285","doi":"10.1002/tal.1477","title":"Optimal probability‐based partial mass isolation of elevated coal scuttle in thermal power plant building","year":2018,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Randomness; Multi-objective optimization; Weibull distribution; Pareto principle; Sensitivity (control systems); Mathematical optimization; Optimal design; Computer science; Reliability engineering; Mathematics; Engineering; Statistics","score_opus":0.01158452877686583,"score_gpt":0.2131469707993207,"score_spread":0.20156244202245488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789487285","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9879648,0.000032274642,0.0115161985,0.000033409888,0.00012999175,0.00015194768,0.000012781919,0.000025314761,0.00013328918],"genre_scores_gemma":[0.9957602,0.0000055123533,0.0039106538,0.000014178531,0.0002868104,0.0000028982276,0.000004596365,0.000010809738,0.0000043417112],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991626,0.000032810625,0.00030907022,0.00013226017,0.00015603437,0.00020718834],"domain_scores_gemma":[0.9996814,0.00004910412,0.00007687813,0.00012040209,0.000041770476,0.000030403735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022546684,0.00013723917,0.00023494153,0.00009159273,0.00005934135,0.000017642938,0.00015361597,0.00006577432,0.00011791092],"category_scores_gemma":[0.000018141676,0.000096644806,0.00005447188,0.00018725681,0.00019164964,0.00014114715,0.000021845688,0.000107455715,0.000001016811],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003492998,0.0000068629734,0.0019808293,0.000036283862,0.000050874754,0.0000013289471,0.0007584857,0.24692075,0.7488655,0.00038729794,0.00006717633,0.0005753567],"study_design_scores_gemma":[0.0006047708,0.00019276662,0.011853992,0.000057367695,0.000039435985,0.0000034916611,0.00007424306,0.73071903,0.25523862,0.000959742,0.00006421317,0.00019233448],"about_ca_topic_score_codex":0.00004231696,"about_ca_topic_score_gemma":0.0000038090916,"teacher_disagreement_score":0.49362683,"about_ca_system_score_codex":0.000028314733,"about_ca_system_score_gemma":0.000016738679,"threshold_uncertainty_score":0.39410606},"labels":[],"label_agreement":null},{"id":"W2895163402","doi":"10.1002/tal.1556","title":"Enhancing the seismic performance of mid‐rise wood‐frame buildings with rigid spine columns","year":2018,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"OpenSees; Structural engineering; Parametric statistics; Engineering; Frame (networking); Nonlinear system; Seismic retrofit; Deformation (meteorology); Civil engineering; Finite element method; Geology; Reinforced concrete; Mechanical engineering","score_opus":0.006256713582935273,"score_gpt":0.19686815658314058,"score_spread":0.1906114430002053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2895163402","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959415,0.00024578982,0.0027967286,0.000108516266,0.0001828155,0.00019793204,0.00000569805,0.00004508899,0.0004759339],"genre_scores_gemma":[0.99727255,0.00029466837,0.0013234928,0.00007828181,0.0008830193,0.0000053463573,0.0000015211165,0.000024464338,0.000116641306],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99883986,0.00002281647,0.00036530386,0.00018366531,0.00026583695,0.0003225336],"domain_scores_gemma":[0.99937445,0.000052825315,0.00015171003,0.0002690235,0.0000981049,0.00005391493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026535746,0.00023753273,0.00036029637,0.00008540507,0.00025268743,0.000043039265,0.0004097116,0.00006931197,0.00008225168],"category_scores_gemma":[0.000014489512,0.00013148668,0.00007728536,0.0003808105,0.0005630842,0.00022803734,0.000065151704,0.00021038554,0.0000038122475],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008267849,0.000023744327,0.0017796231,0.0005503983,0.00091819133,0.0000061972446,0.011988062,0.1335958,0.81107837,0.0010703296,0.0024605268,0.035701986],"study_design_scores_gemma":[0.0011730784,0.0011447903,0.008151632,0.00043571676,0.0004103479,0.000118002245,0.001059789,0.25959802,0.72202027,0.0012765517,0.0038715217,0.0007402901],"about_ca_topic_score_codex":0.00010056128,"about_ca_topic_score_gemma":0.000017452234,"teacher_disagreement_score":0.12600222,"about_ca_system_score_codex":0.000030286954,"about_ca_system_score_gemma":0.0000232323,"threshold_uncertainty_score":0.5361872},"labels":[],"label_agreement":null},{"id":"W2897574727","doi":"10.1002/tal.1557","title":"Fuzzy‐sliding mode control of nonlinear smart base‐isolated building under earthquake excitation","year":2018,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Base isolation; Control theory (sociology); Sliding mode control; Nonlinear system; Benchmark (surveying); Actuator; Fuzzy logic; Variable structure control; Base (topology); Structural engineering; Building model; Fuzzy control system; Engineering; Superstructure; Computer science; Mathematics; Control (management); Physics; Reduction (mathematics); Simulation; Mathematical analysis; Artificial intelligence; Geometry; Geology","score_opus":0.01283930442287993,"score_gpt":0.22396488700871484,"score_spread":0.21112558258583491,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2897574727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7292252,0.00013131193,0.26947802,0.00012607462,0.0003037824,0.00020579138,0.000015179772,0.000059189886,0.00045543208],"genre_scores_gemma":[0.99466556,0.000034813384,0.004372579,0.00006565437,0.00080865185,0.000003202481,0.0000036212864,0.000017147813,0.000028777364],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897254,0.00007235133,0.000386051,0.00016124199,0.0001812334,0.00022655974],"domain_scores_gemma":[0.999385,0.00021491098,0.00008794864,0.00012528716,0.00012573575,0.00006113348],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022627915,0.00018118518,0.0003109043,0.000076770586,0.00015583122,0.00003309033,0.00016715044,0.000107920896,0.00009278264],"category_scores_gemma":[0.000068017354,0.00012097416,0.000076581324,0.00017112178,0.00020397463,0.00017599802,0.000029054956,0.00013158508,0.0000025220465],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035312606,0.0000060269385,0.00010084424,0.000036995836,0.0001220741,0.0000012348811,0.00048389597,0.05265818,0.8859705,0.054971807,0.00013917802,0.0051561645],"study_design_scores_gemma":[0.001719287,0.00057519996,0.006801708,0.00006871545,0.00009241067,0.000017433167,0.000108210595,0.8926169,0.034490697,0.0629976,0.00016312808,0.0003486901],"about_ca_topic_score_codex":0.000023770619,"about_ca_topic_score_gemma":0.00000606587,"teacher_disagreement_score":0.85147977,"about_ca_system_score_codex":0.000016656388,"about_ca_system_score_gemma":0.0000120508585,"threshold_uncertainty_score":0.49331832},"labels":[],"label_agreement":null},{"id":"W2915264286","doi":"10.1002/tal.1589","title":"Performance‐based plastic design and collapse assessment of diagrid structure fused with shear link","year":2019,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China Scholarship Council; National Natural Science Foundation of China; Canadian Institute of Steel Construction","keywords":"Structural engineering; Structural system; Shear wall; Shear (geology); Downtime; Grid; Finite element method; Computer science; Engineering; Geology; Reliability engineering","score_opus":0.00749553376493297,"score_gpt":0.19971059183774303,"score_spread":0.19221505807281006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2915264286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927053,0.00012600032,0.0061633363,0.00007154398,0.00023609454,0.0005185649,0.000019680976,0.000046788642,0.00011268201],"genre_scores_gemma":[0.9856951,0.00009020046,0.013887208,0.000026409309,0.00023274739,0.000004501714,0.0000069693965,0.000031555322,0.000025302877],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985521,0.0000558013,0.00040060084,0.00029081776,0.00038344073,0.00031728417],"domain_scores_gemma":[0.999027,0.00036489044,0.00017815761,0.00023792255,0.000091136375,0.00010090514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017528348,0.00035774263,0.0005944355,0.00013830802,0.00012602212,0.000054977096,0.00029719184,0.00012082042,0.00015834969],"category_scores_gemma":[0.00001938586,0.00021474896,0.00007569026,0.00025762746,0.00028300015,0.00020343208,0.000057554706,0.00025580561,6.259527e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045966887,0.000004189745,0.009453503,0.0003273293,0.0003039161,0.0000026911678,0.00034806025,0.89670646,0.08862658,0.0006971689,0.00021352802,0.002856923],"study_design_scores_gemma":[0.0017586013,0.00083147973,0.14240089,0.00016173573,0.00027157355,0.00005508481,0.00011032596,0.83301544,0.019693222,0.0010589942,0.000086474916,0.0005561992],"about_ca_topic_score_codex":0.00002946326,"about_ca_topic_score_gemma":0.000001918228,"teacher_disagreement_score":0.13294739,"about_ca_system_score_codex":0.000044089982,"about_ca_system_score_gemma":0.000044694916,"threshold_uncertainty_score":0.87572086},"labels":[],"label_agreement":null},{"id":"W2991268187","doi":"10.1002/tal.1699","title":"A study on the effects of torsional component of ground motions on seismic response of low‐ and mid‐rise buildings","year":2019,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Torsion (gastropod); Eccentricity (behavior); Structural engineering; Component (thermodynamics); Accidental; Ground motion; Building code; Engineering; Physics; Acoustics","score_opus":0.008714154828439558,"score_gpt":0.2114638895933548,"score_spread":0.20274973476491523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2991268187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991577,0.000104205355,0.0000913059,0.00006365754,0.00014211782,0.00038082295,0.000012178209,0.000009025002,0.000038970647],"genre_scores_gemma":[0.9997532,0.00005472798,0.000052994626,0.000020943009,0.00007172281,0.0000033349104,8.970882e-7,0.000010792311,0.000031402393],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99909043,0.000091831556,0.00029576043,0.00013212449,0.00026153374,0.0001283361],"domain_scores_gemma":[0.99905264,0.0005366172,0.00013587312,0.00019724572,0.000047537982,0.000030095738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032218237,0.00015640813,0.00034930118,0.00012213601,0.000062039726,0.000009410064,0.00019467369,0.000042121323,0.00002247842],"category_scores_gemma":[0.000051904517,0.0000909209,0.00007831295,0.00019150155,0.00016124763,0.00006596359,0.000051932482,0.00012285967,8.109347e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014876334,0.00008687775,0.0014470723,0.0003373093,0.00036682788,0.0000025967092,0.004873928,0.042187158,0.9467146,0.001022953,0.00022266708,0.0012503811],"study_design_scores_gemma":[0.0037145657,0.004759595,0.4467512,0.0012364864,0.00046750513,0.000023047749,0.0029272218,0.053107735,0.48319608,0.0031607118,0.000077836565,0.0005779955],"about_ca_topic_score_codex":0.00006073152,"about_ca_topic_score_gemma":5.4934844e-7,"teacher_disagreement_score":0.4635185,"about_ca_system_score_codex":0.000019919225,"about_ca_system_score_gemma":0.000009902969,"threshold_uncertainty_score":0.37076467},"labels":[],"label_agreement":null},{"id":"W2993335860","doi":"10.1002/tal.1695","title":"Damage index of reinforced concrete members based on the energy dissipation capability degradation","year":2019,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Education and Child Care","funders":"","keywords":"Dissipation; Stirrup; Reinforced concrete; Structural engineering; Index (typography); Displacement (psychology); Materials science; Reinforcement; Degradation (telecommunications); Yield (engineering); Composite material; Computer science; Engineering","score_opus":0.007903584159200406,"score_gpt":0.19561693634340233,"score_spread":0.18771335218420193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2993335860","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99630684,0.000009649046,0.0025314037,0.000070238224,0.000086682434,0.00010602626,0.000005408517,0.000015199122,0.0008685321],"genre_scores_gemma":[0.9996771,0.00001623967,0.00007347024,0.000055417004,0.000087248634,0.0000023885164,0.000008666423,0.0000065963154,0.00007288003],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994253,0.000031985866,0.00019314812,0.00008501751,0.00016734494,0.00009721412],"domain_scores_gemma":[0.99956006,0.0001280165,0.000083251965,0.00017733866,0.00003204347,0.000019287254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017421265,0.00010049603,0.00015668673,0.0000450371,0.000053257998,0.000014436898,0.00012130137,0.00004143958,0.0001671883],"category_scores_gemma":[0.000022829516,0.000056343695,0.00005596997,0.0001357721,0.00008814847,0.00010702055,0.000013316184,0.00007206516,6.2115305e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002176496,6.618601e-7,0.0010451447,0.00006397129,0.0000732022,2.6992993e-7,0.0005935168,0.83752686,0.1495228,0.0069992933,0.0003081616,0.0036484983],"study_design_scores_gemma":[0.00020200461,0.000050337894,0.0048397672,0.000021417225,0.000024247458,4.5732307e-7,0.00009633127,0.9533699,0.040791813,0.00044996414,0.00007054722,0.000083204286],"about_ca_topic_score_codex":0.0001546347,"about_ca_topic_score_gemma":0.000003133413,"teacher_disagreement_score":0.11584307,"about_ca_system_score_codex":0.000021263098,"about_ca_system_score_gemma":0.000009151897,"threshold_uncertainty_score":0.22976293},"labels":[],"label_agreement":null},{"id":"W3008109409","doi":"10.1002/tal.1727","title":"Seismic design and application of hybrid coupled walls with replaceable steel coupling beams in high‐rise buildings","year":2020,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Science Foundation of Beijing Municipality; National Natural Science Foundation of China","keywords":"Shear wall; Structural engineering; Fuse (electrical); Coupling (piping); Seismic analysis; Structural system; Sizing; Engineering; Beam (structure); Connection (principal bundle); Mechanical engineering; Electrical engineering","score_opus":0.009464149089780004,"score_gpt":0.19968165425684986,"score_spread":0.19021750516706987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008109409","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86639553,0.00022258284,0.13240954,0.00008927081,0.000055413122,0.0007356602,0.000008767737,0.00006914515,0.00001408293],"genre_scores_gemma":[0.9847669,0.00011584766,0.014883574,0.000027037107,0.00013712929,0.000016017288,0.0000048306993,0.00003969796,0.00000894653],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99864453,0.000022910803,0.0004533062,0.00031151436,0.00027059292,0.00029714592],"domain_scores_gemma":[0.9992691,0.00015927515,0.00019157368,0.00019807983,0.000068460424,0.0001134677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020575915,0.00030174703,0.00049810146,0.00008403352,0.000080264166,0.000044658937,0.00028684226,0.000073256095,0.00001695425],"category_scores_gemma":[0.000032789285,0.00022291437,0.000040938277,0.0002552063,0.00020295409,0.0002406242,0.000072558476,0.00024683547,6.5115677e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005253867,4.4143178e-7,0.0003280293,0.00011413177,0.000043936012,0.0000055294922,0.00065159256,0.6925737,0.3027158,0.0006030467,0.000045622284,0.002392751],"study_design_scores_gemma":[0.0011544544,0.0002703968,0.0018280975,0.00006627147,0.000081134735,0.000051594652,0.00010513958,0.82558477,0.16973872,0.0007674059,0.000035301156,0.0003167393],"about_ca_topic_score_codex":0.0001837644,"about_ca_topic_score_gemma":8.2991585e-7,"teacher_disagreement_score":0.13301103,"about_ca_system_score_codex":0.000056758236,"about_ca_system_score_gemma":0.00002278336,"threshold_uncertainty_score":0.90901846},"labels":[],"label_agreement":null},{"id":"W3016867678","doi":"10.1002/tal.1743","title":"Seismic design of outrigger systems using equivalent energy design procedure","year":2020,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Read Jones Christoffersen (Canada); University of British Columbia","funders":"National Natural Science Foundation of China; Canadian Institute of Steel Construction","keywords":"Outrigger; Structural engineering; Shear wall; Engineering; Seismic analysis; Joint (building); Margin (machine learning); Civil engineering; Computer science","score_opus":0.03279125281852368,"score_gpt":0.21863211845117927,"score_spread":0.1858408656326556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3016867678","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51410025,0.0017425312,0.48298758,0.00018149955,0.0003244956,0.0004778831,0.000015800522,0.00010397206,0.00006596683],"genre_scores_gemma":[0.99099743,0.00028164106,0.007683882,0.00011149945,0.00081952696,0.000007749913,0.00000335783,0.00005387266,0.000041025865],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99773544,0.00014768846,0.00079097756,0.00038515264,0.0004872349,0.00045350872],"domain_scores_gemma":[0.9988972,0.0002148444,0.000329697,0.00023099604,0.00013479941,0.0001924442],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026795611,0.0004660538,0.0008564756,0.00012717683,0.00017316523,0.000080358,0.0006085299,0.00017972257,0.00005043536],"category_scores_gemma":[0.00007991779,0.00032084197,0.00019835298,0.00041260803,0.00026447154,0.00026815262,0.00012045708,0.00023542039,0.0000014083986],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020833495,0.000002952264,0.000020534244,0.0001711932,0.00024231963,0.00000431047,0.0006319641,0.8765959,0.119059615,0.0010380449,0.0012915311,0.0007332753],"study_design_scores_gemma":[0.00047442302,0.00020572184,0.0000848396,0.00009696459,0.00025372583,0.00005828531,0.00024108592,0.96169966,0.03308337,0.003170766,0.0002059373,0.0004252072],"about_ca_topic_score_codex":0.00016238572,"about_ca_topic_score_gemma":3.3421568e-7,"teacher_disagreement_score":0.47689718,"about_ca_system_score_codex":0.00007071129,"about_ca_system_score_gemma":0.00005449503,"threshold_uncertainty_score":0.99992436},"labels":[],"label_agreement":null},{"id":"W3048674996","doi":"10.1002/tal.1800","title":"Extension of direct displacement‐based design for quantifying higher mode effects on controlled rocking steel cores","year":2020,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alpha Technologies (Canada)","funders":"","keywords":"Displacement (psychology); Structural engineering; Modal; Nonlinear system; Mode (computer interface); Stiffness; Vibration; Extension (predicate logic); Engineering; Compression (physics); Computer science; Materials science; Physics; Acoustics","score_opus":0.036136701748730016,"score_gpt":0.2586436187502865,"score_spread":0.2225069170015565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3048674996","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9285419,0.0003312887,0.06993412,0.0001402729,0.00020651799,0.00067905965,0.000010758419,0.00005303311,0.000103065984],"genre_scores_gemma":[0.9976238,0.000050692073,0.001734456,0.00014161847,0.00039209935,0.000016499544,0.0000039885754,0.00002132949,0.00001550338],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991213,0.000047299825,0.00028412725,0.00017047835,0.00018390587,0.00019289563],"domain_scores_gemma":[0.99917334,0.00051252515,0.000115292925,0.00010763068,0.000041231928,0.000049981383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015551852,0.00019351485,0.0005116525,0.00006184513,0.00010676298,0.000023726154,0.00014864476,0.000051454503,0.000016167996],"category_scores_gemma":[0.000059993148,0.00012360206,0.00014017551,0.00012645789,0.000045032,0.00008320064,0.000019361818,0.00008299563,5.141415e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002127964,0.0000041134795,0.000044537595,0.0002129834,0.00016173624,0.0000012444639,0.0003085492,0.5763726,0.41681737,0.00026262895,0.000584316,0.003101903],"study_design_scores_gemma":[0.0024406007,0.0003796756,0.00048315496,0.00012311357,0.00018085494,4.10275e-7,0.000029891624,0.8279023,0.1678776,0.0003578739,0.00006225648,0.00016222242],"about_ca_topic_score_codex":0.000010872437,"about_ca_topic_score_gemma":5.0636777e-7,"teacher_disagreement_score":0.2515297,"about_ca_system_score_codex":0.000017647104,"about_ca_system_score_gemma":0.00000889929,"threshold_uncertainty_score":0.5040346},"labels":[],"label_agreement":null},{"id":"W3049380982","doi":"10.1002/tal.1795","title":"Experimental study on a novel replaceable yielding‐based energy dissipater for rocking and seesaw buildings","year":2020,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Seesaw molecular geometry; Energy (signal processing); Geology; Structural engineering; Environmental science; Engineering; Architectural engineering; Geotechnical engineering; Mathematics; Physics; Statistics","score_opus":0.02732146652397922,"score_gpt":0.23745500494522986,"score_spread":0.21013353842125065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3049380982","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97669315,0.00013451287,0.022512633,0.00016905888,0.000096738826,0.0002334961,0.000010126563,0.00005507862,0.00009521533],"genre_scores_gemma":[0.9982002,0.000009119693,0.0009542321,0.00028285015,0.0004850376,0.000018282175,0.0000028066565,0.00002470218,0.000022775754],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913216,0.000012200502,0.0002324536,0.0002466871,0.00015551032,0.00022098795],"domain_scores_gemma":[0.9996496,0.000079833735,0.00006090363,0.00011098375,0.00002024468,0.00007847568],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009919324,0.0002112846,0.00029180618,0.000058141617,0.00017588273,0.00006816445,0.00015992393,0.000048200407,0.000025655683],"category_scores_gemma":[0.000018216579,0.0001483599,0.00006963601,0.00012452115,0.00005517931,0.00013538837,0.000048578047,0.00009230262,2.7688606e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00095032883,0.000056141605,0.000620319,0.000101569785,0.00031138415,0.0000048805214,0.007986209,0.08077757,0.902615,0.0010136005,0.0016480887,0.003914893],"study_design_scores_gemma":[0.0026150376,0.0016183655,0.00080481684,0.00008117778,0.00017596736,0.00001032074,0.0024618078,0.53717023,0.4521374,0.00043499403,0.0018968948,0.00059299124],"about_ca_topic_score_codex":0.000040565992,"about_ca_topic_score_gemma":9.506285e-7,"teacher_disagreement_score":0.45639265,"about_ca_system_score_codex":0.00002465493,"about_ca_system_score_gemma":0.0000065004924,"threshold_uncertainty_score":0.6049941},"labels":[],"label_agreement":null},{"id":"W3113287513","doi":"10.1002/tal.1818","title":"Simplified design procedure for nonconventional multiple tuned mass damper and experimental validation","year":2020,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Tuned mass damper; Dissipation; Earthquake shaking table; Structural engineering; Robustness (evolution); Damper; Root mean square; Computer science; Engineering; Physics","score_opus":0.027122509082775467,"score_gpt":0.2288511351635695,"score_spread":0.20172862608079403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3113287513","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.591832,0.00026367046,0.4061277,0.0006266039,0.00017364303,0.00080568076,0.000023102237,0.00007406831,0.00007352233],"genre_scores_gemma":[0.9909628,0.000014522319,0.008312733,0.000103815495,0.00053843576,0.00002499013,0.00001052801,0.000011465008,0.000020678564],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99941134,0.00002744277,0.00018817883,0.00014714371,0.000099246725,0.00012664306],"domain_scores_gemma":[0.9996832,0.00014466656,0.000034452765,0.00004051599,0.000031128457,0.00006604058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007654749,0.000129425,0.00016921315,0.000016799298,0.00010596724,0.000041932144,0.00008766501,0.00006346874,0.000075419106],"category_scores_gemma":[0.00006590803,0.00008547244,0.00004390492,0.00005008018,0.000081034974,0.00013052109,0.00002151187,0.0000622527,7.984189e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004757302,0.0000034159625,0.000068404726,0.000045661895,0.000045880774,4.8586264e-7,0.0005864809,0.027303318,0.96596605,0.0039472887,0.00095197174,0.00060531835],"study_design_scores_gemma":[0.0023822614,0.0004950175,0.001305914,0.000016134123,0.00004515486,0.000009633323,0.00021222746,0.4955533,0.48642412,0.012928082,0.00031900464,0.00030913186],"about_ca_topic_score_codex":0.0000012972515,"about_ca_topic_score_gemma":1.418893e-7,"teacher_disagreement_score":0.4795419,"about_ca_system_score_codex":0.000009800403,"about_ca_system_score_gemma":0.000008191249,"threshold_uncertainty_score":0.3485465},"labels":[],"label_agreement":null},{"id":"W3198063458","doi":"10.1002/tal.1891","title":"A discontinuous cantilever beam analogy for quantifying higher mode demands in stacked rocking cores","year":2021,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alpha Technologies (Canada)","funders":"","keywords":"Cantilever; Structural engineering; Parametric statistics; Hinge; Beam (structure); Modal; Analogy; Modal analysis; Seismic analysis; Mode (computer interface); Core (optical fiber); Euler's formula; Computer science; Engineering; Mathematics; Mathematical analysis; Materials science; Finite element method","score_opus":0.025455101602931334,"score_gpt":0.25797947455089404,"score_spread":0.23252437294796272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3198063458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99225456,0.00051603286,0.0066707977,0.00006849212,0.00022560918,0.00010878696,0.000016665452,0.0000229315,0.00011613075],"genre_scores_gemma":[0.99849015,0.00017924044,0.0007507437,0.000044740398,0.00039729004,0.000006768959,0.00001175959,0.0000163891,0.00010291331],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99921316,0.000016059746,0.00025752612,0.00015860563,0.00010367952,0.00025098503],"domain_scores_gemma":[0.9996904,0.00007907961,0.000050970222,0.000110025,0.000037861762,0.00003167635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009439943,0.00014552582,0.0003130349,0.00008070982,0.00008874447,0.000039832456,0.00012776352,0.00005717824,0.00004502893],"category_scores_gemma":[0.000017029333,0.00010599565,0.00007939234,0.00018923271,0.00005580939,0.00013940643,0.0000375983,0.0001048692,3.4360653e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037168444,0.000017907201,0.009018144,0.00039782745,0.00055232825,0.00004790348,0.0044678813,0.54901445,0.40403548,0.005240822,0.0024648206,0.024370778],"study_design_scores_gemma":[0.0027099568,0.00016487477,0.05212134,0.0003119095,0.0003528284,0.000060466416,0.0012763123,0.83776563,0.08236219,0.019788424,0.002064777,0.0010212649],"about_ca_topic_score_codex":0.00013560153,"about_ca_topic_score_gemma":0.00013415933,"teacher_disagreement_score":0.32167327,"about_ca_system_score_codex":0.000026795808,"about_ca_system_score_gemma":0.000015889998,"threshold_uncertainty_score":0.43223768},"labels":[],"label_agreement":null},{"id":"W3201119976","doi":"10.1002/tal.1895","title":"Utilizing I‐shaped shear links as dampers to improve the behavior of concentrically braced frames","year":2021,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Damper; Structural engineering; Braced frame; Flange; Buckling; Diagonal; Stiffness; Brace; Shear (geology); Engineering; Materials science; Frame (networking); Mathematics; Composite material; Mechanical engineering","score_opus":0.011009378549544006,"score_gpt":0.23493649833725902,"score_spread":0.223927119787715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201119976","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977217,0.0003753729,0.0008446265,0.00025841105,0.00020537025,0.00020598956,0.000010437417,0.000024728373,0.00035336384],"genre_scores_gemma":[0.9983293,0.00018203216,0.0008480588,0.00020741606,0.00032434505,0.0000081557655,0.000002426637,0.000013175418,0.000085132284],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99915516,0.000027401284,0.00026717258,0.00014780654,0.00019764627,0.00020479414],"domain_scores_gemma":[0.99951893,0.00010384713,0.000058898313,0.00018653602,0.000073543524,0.000058261456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000117856325,0.00014211662,0.00026431904,0.00004024929,0.00010530721,0.000039981627,0.0002375379,0.00009059644,0.00016918326],"category_scores_gemma":[0.000064882894,0.00008626444,0.0001023838,0.00025619034,0.00011686851,0.00008564843,0.00007398623,0.00023445852,0.0000027483509],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000917795,0.000007936618,0.00039568366,0.00004291271,0.00017928201,0.000010652572,0.0027082653,0.010396726,0.94082177,0.001352393,0.0004852679,0.043507334],"study_design_scores_gemma":[0.0018860549,0.00054973003,0.0272839,0.00023330937,0.0010093919,0.000115187664,0.0070459554,0.1448882,0.80529135,0.00501001,0.0055311546,0.001155729],"about_ca_topic_score_codex":0.000054426866,"about_ca_topic_score_gemma":0.000002298471,"teacher_disagreement_score":0.1355304,"about_ca_system_score_codex":0.000019849058,"about_ca_system_score_gemma":0.000025778243,"threshold_uncertainty_score":0.35177615},"labels":[],"label_agreement":null},{"id":"W4200359805","doi":"10.1002/tal.1902","title":"Evaluation of dynamic analysis of diagrid tall steel building subjected to wind with control approach of operation and acceleration criteria","year":2021,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Acceleration; Structural engineering; Wind engineering; Engineering; Control (management); Computer science","score_opus":0.014940764464996203,"score_gpt":0.24505933115670114,"score_spread":0.23011856669170494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200359805","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9766513,0.00033614383,0.022385579,0.0000449492,0.000063327425,0.00038188766,0.00004715242,0.000012863441,0.000076804776],"genre_scores_gemma":[0.9930802,0.000054448137,0.0067293434,0.000012131161,0.00006439935,0.0000052654937,0.000034060562,0.000014292118,0.00000583841],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99827534,0.00014608665,0.0005784868,0.00026333804,0.0005726064,0.00016413492],"domain_scores_gemma":[0.9988287,0.00011240681,0.00024946954,0.00020079353,0.0005518418,0.000056803074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000590287,0.00021920187,0.0007002648,0.00027416158,0.00007398675,0.000042163232,0.00016879974,0.00008258879,0.000065499],"category_scores_gemma":[0.000095373136,0.00015380119,0.00011264175,0.0006492376,0.00014548896,0.00023322176,0.000046098816,0.0000926667,4.5797343e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001198794,0.000005810649,0.00026064774,0.00005906354,0.0009122633,2.1637061e-7,0.00071529526,0.34430283,0.65046805,0.00036707937,0.000008502257,0.0027803222],"study_design_scores_gemma":[0.0009855559,0.00015361885,0.08225675,0.000047374095,0.0032594416,0.000009665585,0.00039756525,0.7629866,0.1488693,0.0008035189,0.0000024088279,0.00022821991],"about_ca_topic_score_codex":0.00010610328,"about_ca_topic_score_gemma":0.00003086003,"teacher_disagreement_score":0.5015988,"about_ca_system_score_codex":0.00004935244,"about_ca_system_score_gemma":0.000038276346,"threshold_uncertainty_score":0.627183},"labels":[],"label_agreement":null},{"id":"W4221122579","doi":"10.1002/tal.1933","title":"Seismic reliability evaluation of a tall concrete‐timber hybrid structural system","year":2022,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Fundamental Research Funds for Central Universities of the Central South University; China Scholarship Council; National Natural Science Foundation of China","keywords":"Reliability (semiconductor); Structural engineering; Range (aeronautics); Structural system; Limit state design; Engineering; Computer science; Reliability engineering","score_opus":0.01783762013809108,"score_gpt":0.21502322446232075,"score_spread":0.19718560432422966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221122579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99727345,0.00060096657,0.00009741527,0.000049605966,0.0005795074,0.00056176144,0.000055326815,0.00006242947,0.0007195212],"genre_scores_gemma":[0.9993302,0.00000982464,0.00030974482,0.0000062750164,0.00023362048,0.00002603315,0.000014897283,0.000019283141,0.00005011464],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986225,0.0001907951,0.00033804914,0.00017652218,0.00048369425,0.0001884409],"domain_scores_gemma":[0.9994759,0.000069309375,0.00011648002,0.00020333097,0.00009749509,0.000037504247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053160643,0.00019142727,0.0003037598,0.000050495895,0.00020351705,0.000023493034,0.00021685162,0.000031282223,0.00024445227],"category_scores_gemma":[0.00002609999,0.00013035774,0.000086272885,0.000108888824,0.00016551458,0.00014604464,0.0000970901,0.00015095512,0.0000010145645],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005096625,0.0000029505165,0.00071705045,0.00032432828,0.00029865786,0.000004215045,0.0031441294,0.9580408,0.029093394,0.0018655027,0.001239182,0.0047601624],"study_design_scores_gemma":[0.0017411184,0.00046317428,0.0068710907,0.00005480571,0.0004595128,0.00016215576,0.00095397007,0.9473925,0.030666485,0.010435274,0.00034407602,0.00045583394],"about_ca_topic_score_codex":0.00014364057,"about_ca_topic_score_gemma":0.0000016732928,"teacher_disagreement_score":0.010648262,"about_ca_system_score_codex":0.00016056356,"about_ca_system_score_gemma":0.000029674295,"threshold_uncertainty_score":0.5315834},"labels":[],"label_agreement":null},{"id":"W4229661027","doi":"10.1002/tal.1525","title":"Issue Information","year":2019,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02378678421037684,"score_gpt":0.20728186288994835,"score_spread":0.18349507867957152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229661027","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0050629247,0.002588396,0.0007508295,0.00033335088,0.025049571,0.0006479251,0.0015419244,0.000012318313,0.96401274],"genre_scores_gemma":[0.02727838,0.0021500688,0.00041658335,0.0003749661,0.0026657502,0.000009751072,0.000085502346,0.000022919889,0.9669961],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99885094,0.000011128698,0.0005931889,0.00026422885,0.000047791662,0.00023269483],"domain_scores_gemma":[0.9989335,0.000055020835,0.0006953836,0.00024021689,0.000037895465,0.000038000675],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00032983648,0.00022394533,0.0006033488,0.00016587495,0.00015972044,0.00015225177,0.00038706558,0.00015251429,0.024195397],"category_scores_gemma":[0.000036649977,0.000177347,0.00011815992,0.00009838808,0.00023121815,0.00038603906,0.00019031386,0.0001701808,0.04111173],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033875756,0.0000015704005,0.000013111433,0.000065698754,0.00008678409,9.112648e-8,0.0010629415,0.00051217806,0.000004655945,0.024143936,0.9732781,0.00079705956],"study_design_scores_gemma":[0.0002688626,0.00004549287,0.0001864628,0.000024421808,0.000012479295,0.0000022902386,0.00023155025,0.0003937313,0.000025280162,0.007002766,0.9915541,0.00025259765],"about_ca_topic_score_codex":0.00019791146,"about_ca_topic_score_gemma":8.546081e-7,"teacher_disagreement_score":0.02238382,"about_ca_system_score_codex":0.000050107894,"about_ca_system_score_gemma":0.000018138984,"threshold_uncertainty_score":0.9766966},"labels":[],"label_agreement":null},{"id":"W4230710206","doi":"10.1002/tal.1438","title":"Issue Information","year":2018,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02573905535679051,"score_gpt":0.21291007272283066,"score_spread":0.18717101736604014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4230710206","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0065460815,0.0019556372,0.0007849021,0.00031820184,0.020427635,0.00050765305,0.0014755614,0.000014682154,0.96796966],"genre_scores_gemma":[0.021997409,0.002506191,0.0009760592,0.0004889001,0.0072617494,0.000015067823,0.000098513025,0.000030105402,0.966626],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99883133,0.000011612707,0.0006056432,0.0002653182,0.000046752622,0.0002393244],"domain_scores_gemma":[0.998942,0.000043333846,0.00068937487,0.00022767881,0.000052333606,0.000045233388],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00037353585,0.00022355544,0.000544915,0.00016476278,0.00024030256,0.00016217046,0.00040148638,0.00015154528,0.03453211],"category_scores_gemma":[0.000048200618,0.0001763063,0.00010743108,0.00010798952,0.0004475872,0.0003728348,0.00020079277,0.00014054515,0.029909011],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003342081,0.0000014939645,0.000006694863,0.000038575607,0.00007856996,9.9296635e-8,0.0012269074,0.00006371805,0.000003451285,0.015086508,0.98276347,0.00069712056],"study_design_scores_gemma":[0.00021928186,0.0000580243,0.00014107605,0.00002247024,0.000014037859,0.0000027656474,0.00019995382,0.0002398322,0.00004031017,0.012346395,0.98647755,0.0002382918],"about_ca_topic_score_codex":0.00019674569,"about_ca_topic_score_gemma":0.0000015724596,"teacher_disagreement_score":0.015451327,"about_ca_system_score_codex":0.000047684032,"about_ca_system_score_gemma":0.00001611192,"threshold_uncertainty_score":0.9708463},"labels":[],"label_agreement":null},{"id":"W4232373409","doi":"10.1002/tal.1437","title":"Issue Information","year":2018,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02573905535679051,"score_gpt":0.21291007272283066,"score_spread":0.18717101736604014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4232373409","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0065460815,0.0019556372,0.0007849021,0.00031820184,0.020427635,0.00050765305,0.0014755614,0.000014682154,0.96796966],"genre_scores_gemma":[0.021997409,0.002506191,0.0009760592,0.0004889001,0.0072617494,0.000015067823,0.000098513025,0.000030105402,0.966626],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99883133,0.000011612707,0.0006056432,0.0002653182,0.000046752622,0.0002393244],"domain_scores_gemma":[0.998942,0.000043333846,0.00068937487,0.00022767881,0.000052333606,0.000045233388],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00037353585,0.00022355544,0.000544915,0.00016476278,0.00024030256,0.00016217046,0.00040148638,0.00015154528,0.03453211],"category_scores_gemma":[0.000048200618,0.0001763063,0.00010743108,0.00010798952,0.0004475872,0.0003728348,0.00020079277,0.00014054515,0.029909011],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003342081,0.0000014939645,0.000006694863,0.000038575607,0.00007856996,9.9296635e-8,0.0012269074,0.00006371805,0.000003451285,0.015086508,0.98276347,0.00069712056],"study_design_scores_gemma":[0.00021928186,0.0000580243,0.00014107605,0.00002247024,0.000014037859,0.0000027656474,0.00019995382,0.0002398322,0.00004031017,0.012346395,0.98647755,0.0002382918],"about_ca_topic_score_codex":0.00019674569,"about_ca_topic_score_gemma":0.0000015724596,"teacher_disagreement_score":0.015451327,"about_ca_system_score_codex":0.000047684032,"about_ca_system_score_gemma":0.00001611192,"threshold_uncertainty_score":0.9708463},"labels":[],"label_agreement":null},{"id":"W4232878564","doi":"10.1002/tal.1254","title":"Issue Information","year":2016,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Human auditory perception and evaluation","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Citation; Computer science; Information retrieval; World Wide Web; Library science","score_opus":0.015327005442004406,"score_gpt":0.24318126054526518,"score_spread":0.22785425510326077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4232878564","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14241822,0.0021959017,0.06970072,0.0012761684,0.07643491,0.0038338841,0.0007847063,0.00057056977,0.7027849],"genre_scores_gemma":[0.50642824,0.011558211,0.003240492,0.00082704163,0.10494241,0.00011971899,0.00076803257,0.00031101587,0.3718048],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99917424,0.00003920633,0.0003093851,0.00009042588,0.0002288783,0.00015786818],"domain_scores_gemma":[0.999595,0.000042327756,0.00011837202,0.00013791553,0.000063848296,0.000042531134],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00015055395,0.0002078856,0.00023959753,0.00010030927,0.000101397636,0.00006474242,0.00018844672,0.00017511818,0.048371576],"category_scores_gemma":[0.00001711748,0.00012760097,0.000056923942,0.000054892844,0.00011276464,0.00030215396,0.00003176937,0.00016666153,0.008753043],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023726046,4.3495535e-7,2.4463952e-7,0.00010736162,0.000031747328,7.677551e-8,0.00089918735,0.004995833,0.0032004516,0.00006830964,0.9681271,0.022545533],"study_design_scores_gemma":[0.00036198512,0.000060429153,0.0003526389,0.00012429606,0.00004412688,0.0000073865112,0.00007343821,0.0031252468,0.00088543945,0.0017169548,0.9928953,0.00035276383],"about_ca_topic_score_codex":0.0000018203602,"about_ca_topic_score_gemma":8.0845064e-7,"teacher_disagreement_score":0.36401004,"about_ca_system_score_codex":0.00005775902,"about_ca_system_score_gemma":0.000016951903,"threshold_uncertainty_score":0.99201876},"labels":[],"label_agreement":null},{"id":"W4234704418","doi":"10.1002/tal.1519","title":"Issue Information","year":2019,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02378678421037684,"score_gpt":0.20728186288994835,"score_spread":0.18349507867957152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234704418","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0050629247,0.002588396,0.0007508295,0.00033335088,0.025049571,0.0006479251,0.0015419244,0.000012318313,0.96401274],"genre_scores_gemma":[0.02727838,0.0021500688,0.00041658335,0.0003749661,0.0026657502,0.000009751072,0.000085502346,0.000022919889,0.9669961],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99885094,0.000011128698,0.0005931889,0.00026422885,0.000047791662,0.00023269483],"domain_scores_gemma":[0.9989335,0.000055020835,0.0006953836,0.00024021689,0.000037895465,0.000038000675],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00032983648,0.00022394533,0.0006033488,0.00016587495,0.00015972044,0.00015225177,0.00038706558,0.00015251429,0.024195397],"category_scores_gemma":[0.000036649977,0.000177347,0.00011815992,0.00009838808,0.00023121815,0.00038603906,0.00019031386,0.0001701808,0.04111173],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033875756,0.0000015704005,0.000013111433,0.000065698754,0.00008678409,9.112648e-8,0.0010629415,0.00051217806,0.000004655945,0.024143936,0.9732781,0.00079705956],"study_design_scores_gemma":[0.0002688626,0.00004549287,0.0001864628,0.000024421808,0.000012479295,0.0000022902386,0.00023155025,0.0003937313,0.000025280162,0.007002766,0.9915541,0.00025259765],"about_ca_topic_score_codex":0.00019791146,"about_ca_topic_score_gemma":8.546081e-7,"teacher_disagreement_score":0.02238382,"about_ca_system_score_codex":0.000050107894,"about_ca_system_score_gemma":0.000018138984,"threshold_uncertainty_score":0.9766966},"labels":[],"label_agreement":null},{"id":"W4235705968","doi":"10.1002/tal.1523","title":"Issue Information","year":2019,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02378678421037684,"score_gpt":0.20728186288994835,"score_spread":0.18349507867957152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235705968","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0050629247,0.002588396,0.0007508295,0.00033335088,0.025049571,0.0006479251,0.0015419244,0.000012318313,0.96401274],"genre_scores_gemma":[0.02727838,0.0021500688,0.00041658335,0.0003749661,0.0026657502,0.000009751072,0.000085502346,0.000022919889,0.9669961],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99885094,0.000011128698,0.0005931889,0.00026422885,0.000047791662,0.00023269483],"domain_scores_gemma":[0.9989335,0.000055020835,0.0006953836,0.00024021689,0.000037895465,0.000038000675],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00032983648,0.00022394533,0.0006033488,0.00016587495,0.00015972044,0.00015225177,0.00038706558,0.00015251429,0.024195397],"category_scores_gemma":[0.000036649977,0.000177347,0.00011815992,0.00009838808,0.00023121815,0.00038603906,0.00019031386,0.0001701808,0.04111173],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033875756,0.0000015704005,0.000013111433,0.000065698754,0.00008678409,9.112648e-8,0.0010629415,0.00051217806,0.000004655945,0.024143936,0.9732781,0.00079705956],"study_design_scores_gemma":[0.0002688626,0.00004549287,0.0001864628,0.000024421808,0.000012479295,0.0000022902386,0.00023155025,0.0003937313,0.000025280162,0.007002766,0.9915541,0.00025259765],"about_ca_topic_score_codex":0.00019791146,"about_ca_topic_score_gemma":8.546081e-7,"teacher_disagreement_score":0.02238382,"about_ca_system_score_codex":0.000050107894,"about_ca_system_score_gemma":0.000018138984,"threshold_uncertainty_score":0.9766966},"labels":[],"label_agreement":null},{"id":"W4238548254","doi":"10.1002/tal.1434","title":"Issue Information","year":2018,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02573905535679051,"score_gpt":0.21291007272283066,"score_spread":0.18717101736604014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238548254","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0065460815,0.0019556372,0.0007849021,0.00031820184,0.020427635,0.00050765305,0.0014755614,0.000014682154,0.96796966],"genre_scores_gemma":[0.021997409,0.002506191,0.0009760592,0.0004889001,0.0072617494,0.000015067823,0.000098513025,0.000030105402,0.966626],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99883133,0.000011612707,0.0006056432,0.0002653182,0.000046752622,0.0002393244],"domain_scores_gemma":[0.998942,0.000043333846,0.00068937487,0.00022767881,0.000052333606,0.000045233388],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00037353585,0.00022355544,0.000544915,0.00016476278,0.00024030256,0.00016217046,0.00040148638,0.00015154528,0.03453211],"category_scores_gemma":[0.000048200618,0.0001763063,0.00010743108,0.00010798952,0.0004475872,0.0003728348,0.00020079277,0.00014054515,0.029909011],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003342081,0.0000014939645,0.000006694863,0.000038575607,0.00007856996,9.9296635e-8,0.0012269074,0.00006371805,0.000003451285,0.015086508,0.98276347,0.00069712056],"study_design_scores_gemma":[0.00021928186,0.0000580243,0.00014107605,0.00002247024,0.000014037859,0.0000027656474,0.00019995382,0.0002398322,0.00004031017,0.012346395,0.98647755,0.0002382918],"about_ca_topic_score_codex":0.00019674569,"about_ca_topic_score_gemma":0.0000015724596,"teacher_disagreement_score":0.015451327,"about_ca_system_score_codex":0.000047684032,"about_ca_system_score_gemma":0.00001611192,"threshold_uncertainty_score":0.9708463},"labels":[],"label_agreement":null},{"id":"W4247032723","doi":"10.1002/tal.1522","title":"Issue Information","year":2019,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02378678421037684,"score_gpt":0.20728186288994835,"score_spread":0.18349507867957152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247032723","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0050629247,0.002588396,0.0007508295,0.00033335088,0.025049571,0.0006479251,0.0015419244,0.000012318313,0.96401274],"genre_scores_gemma":[0.02727838,0.0021500688,0.00041658335,0.0003749661,0.0026657502,0.000009751072,0.000085502346,0.000022919889,0.9669961],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99885094,0.000011128698,0.0005931889,0.00026422885,0.000047791662,0.00023269483],"domain_scores_gemma":[0.9989335,0.000055020835,0.0006953836,0.00024021689,0.000037895465,0.000038000675],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00032983648,0.00022394533,0.0006033488,0.00016587495,0.00015972044,0.00015225177,0.00038706558,0.00015251429,0.024195397],"category_scores_gemma":[0.000036649977,0.000177347,0.00011815992,0.00009838808,0.00023121815,0.00038603906,0.00019031386,0.0001701808,0.04111173],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033875756,0.0000015704005,0.000013111433,0.000065698754,0.00008678409,9.112648e-8,0.0010629415,0.00051217806,0.000004655945,0.024143936,0.9732781,0.00079705956],"study_design_scores_gemma":[0.0002688626,0.00004549287,0.0001864628,0.000024421808,0.000012479295,0.0000022902386,0.00023155025,0.0003937313,0.000025280162,0.007002766,0.9915541,0.00025259765],"about_ca_topic_score_codex":0.00019791146,"about_ca_topic_score_gemma":8.546081e-7,"teacher_disagreement_score":0.02238382,"about_ca_system_score_codex":0.000050107894,"about_ca_system_score_gemma":0.000018138984,"threshold_uncertainty_score":0.9766966},"labels":[],"label_agreement":null},{"id":"W4248082223","doi":"10.1002/tal.1528","title":"Issue Information","year":2019,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02378678421037684,"score_gpt":0.20728186288994835,"score_spread":0.18349507867957152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248082223","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0050629247,0.002588396,0.0007508295,0.00033335088,0.025049571,0.0006479251,0.0015419244,0.000012318313,0.96401274],"genre_scores_gemma":[0.02727838,0.0021500688,0.00041658335,0.0003749661,0.0026657502,0.000009751072,0.000085502346,0.000022919889,0.9669961],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99885094,0.000011128698,0.0005931889,0.00026422885,0.000047791662,0.00023269483],"domain_scores_gemma":[0.9989335,0.000055020835,0.0006953836,0.00024021689,0.000037895465,0.000038000675],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00032983648,0.00022394533,0.0006033488,0.00016587495,0.00015972044,0.00015225177,0.00038706558,0.00015251429,0.024195397],"category_scores_gemma":[0.000036649977,0.000177347,0.00011815992,0.00009838808,0.00023121815,0.00038603906,0.00019031386,0.0001701808,0.04111173],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033875756,0.0000015704005,0.000013111433,0.000065698754,0.00008678409,9.112648e-8,0.0010629415,0.00051217806,0.000004655945,0.024143936,0.9732781,0.00079705956],"study_design_scores_gemma":[0.0002688626,0.00004549287,0.0001864628,0.000024421808,0.000012479295,0.0000022902386,0.00023155025,0.0003937313,0.000025280162,0.007002766,0.9915541,0.00025259765],"about_ca_topic_score_codex":0.00019791146,"about_ca_topic_score_gemma":8.546081e-7,"teacher_disagreement_score":0.02238382,"about_ca_system_score_codex":0.000050107894,"about_ca_system_score_gemma":0.000018138984,"threshold_uncertainty_score":0.9766966},"labels":[],"label_agreement":null},{"id":"W4249883558","doi":"10.1002/tal.1518","title":"Issue Information","year":2019,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02378678421037684,"score_gpt":0.20728186288994835,"score_spread":0.18349507867957152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4249883558","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0050629247,0.002588396,0.0007508295,0.00033335088,0.025049571,0.0006479251,0.0015419244,0.000012318313,0.96401274],"genre_scores_gemma":[0.02727838,0.0021500688,0.00041658335,0.0003749661,0.0026657502,0.000009751072,0.000085502346,0.000022919889,0.9669961],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99885094,0.000011128698,0.0005931889,0.00026422885,0.000047791662,0.00023269483],"domain_scores_gemma":[0.9989335,0.000055020835,0.0006953836,0.00024021689,0.000037895465,0.000038000675],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00032983648,0.00022394533,0.0006033488,0.00016587495,0.00015972044,0.00015225177,0.00038706558,0.00015251429,0.024195397],"category_scores_gemma":[0.000036649977,0.000177347,0.00011815992,0.00009838808,0.00023121815,0.00038603906,0.00019031386,0.0001701808,0.04111173],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033875756,0.0000015704005,0.000013111433,0.000065698754,0.00008678409,9.112648e-8,0.0010629415,0.00051217806,0.000004655945,0.024143936,0.9732781,0.00079705956],"study_design_scores_gemma":[0.0002688626,0.00004549287,0.0001864628,0.000024421808,0.000012479295,0.0000022902386,0.00023155025,0.0003937313,0.000025280162,0.007002766,0.9915541,0.00025259765],"about_ca_topic_score_codex":0.00019791146,"about_ca_topic_score_gemma":8.546081e-7,"teacher_disagreement_score":0.02238382,"about_ca_system_score_codex":0.000050107894,"about_ca_system_score_gemma":0.000018138984,"threshold_uncertainty_score":0.9766966},"labels":[],"label_agreement":null},{"id":"W4255917379","doi":"10.1002/tal.1524","title":"Issue Information","year":2019,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02378678421037684,"score_gpt":0.20728186288994835,"score_spread":0.18349507867957152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255917379","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0050629247,0.002588396,0.0007508295,0.00033335088,0.025049571,0.0006479251,0.0015419244,0.000012318313,0.96401274],"genre_scores_gemma":[0.02727838,0.0021500688,0.00041658335,0.0003749661,0.0026657502,0.000009751072,0.000085502346,0.000022919889,0.9669961],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99885094,0.000011128698,0.0005931889,0.00026422885,0.000047791662,0.00023269483],"domain_scores_gemma":[0.9989335,0.000055020835,0.0006953836,0.00024021689,0.000037895465,0.000038000675],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00032983648,0.00022394533,0.0006033488,0.00016587495,0.00015972044,0.00015225177,0.00038706558,0.00015251429,0.024195397],"category_scores_gemma":[0.000036649977,0.000177347,0.00011815992,0.00009838808,0.00023121815,0.00038603906,0.00019031386,0.0001701808,0.04111173],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033875756,0.0000015704005,0.000013111433,0.000065698754,0.00008678409,9.112648e-8,0.0010629415,0.00051217806,0.000004655945,0.024143936,0.9732781,0.00079705956],"study_design_scores_gemma":[0.0002688626,0.00004549287,0.0001864628,0.000024421808,0.000012479295,0.0000022902386,0.00023155025,0.0003937313,0.000025280162,0.007002766,0.9915541,0.00025259765],"about_ca_topic_score_codex":0.00019791146,"about_ca_topic_score_gemma":8.546081e-7,"teacher_disagreement_score":0.02238382,"about_ca_system_score_codex":0.000050107894,"about_ca_system_score_gemma":0.000018138984,"threshold_uncertainty_score":0.9766966},"labels":[],"label_agreement":null},{"id":"W4256327042","doi":"10.1002/tal.1520","title":"Issue Information","year":2019,"lang":"en","type":"paratext","venue":"The Structural Design of Tall and Special Buildings","topic":"Diverse Scientific and Economic Studies","field":"Economics, Econometrics and Finance","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Computer science","score_opus":0.02378678421037684,"score_gpt":0.20728186288994835,"score_spread":0.18349507867957152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256327042","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0050629247,0.002588396,0.0007508295,0.00033335088,0.025049571,0.0006479251,0.0015419244,0.000012318313,0.96401274],"genre_scores_gemma":[0.02727838,0.0021500688,0.00041658335,0.0003749661,0.0026657502,0.000009751072,0.000085502346,0.000022919889,0.9669961],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99885094,0.000011128698,0.0005931889,0.00026422885,0.000047791662,0.00023269483],"domain_scores_gemma":[0.9989335,0.000055020835,0.0006953836,0.00024021689,0.000037895465,0.000038000675],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00032983648,0.00022394533,0.0006033488,0.00016587495,0.00015972044,0.00015225177,0.00038706558,0.00015251429,0.024195397],"category_scores_gemma":[0.000036649977,0.000177347,0.00011815992,0.00009838808,0.00023121815,0.00038603906,0.00019031386,0.0001701808,0.04111173],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033875756,0.0000015704005,0.000013111433,0.000065698754,0.00008678409,9.112648e-8,0.0010629415,0.00051217806,0.000004655945,0.024143936,0.9732781,0.00079705956],"study_design_scores_gemma":[0.0002688626,0.00004549287,0.0001864628,0.000024421808,0.000012479295,0.0000022902386,0.00023155025,0.0003937313,0.000025280162,0.007002766,0.9915541,0.00025259765],"about_ca_topic_score_codex":0.00019791146,"about_ca_topic_score_gemma":8.546081e-7,"teacher_disagreement_score":0.02238382,"about_ca_system_score_codex":0.000050107894,"about_ca_system_score_gemma":0.000018138984,"threshold_uncertainty_score":0.9766966},"labels":[],"label_agreement":null},{"id":"W4281286473","doi":"10.1002/tal.1948","title":"Generation of eco‐friendly design for post‐tensioned axially symmetric reinforced concrete cylindrical walls by minimizing of CO<sub>2</sub> emission","year":2022,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Serviceability (structure); Durability; Structural engineering; Harmony search; Environmentally friendly; Reinforcement; Structural material; Process (computing); Computer science; Materials science; Engineering; Composite material","score_opus":0.02313571713683816,"score_gpt":0.22810865029863867,"score_spread":0.2049729331618005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281286473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9686803,0.00020149244,0.029790796,0.000064275104,0.00032643008,0.0007437676,0.00010767475,0.000032171243,0.00005305072],"genre_scores_gemma":[0.99657154,0.00006785125,0.0030660452,0.000032842796,0.00015595793,0.00001759299,0.000043949283,0.000024870395,0.000019324218],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99836123,0.00014097395,0.0006621258,0.00023641113,0.0003613861,0.00023784873],"domain_scores_gemma":[0.9987046,0.0005443698,0.00026304057,0.00020583604,0.00019227092,0.00008988503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059599325,0.00021667627,0.00046986248,0.0001394973,0.0002285818,0.000019674999,0.000252835,0.00009611716,0.00006319683],"category_scores_gemma":[0.00033127016,0.00017113179,0.00014984867,0.00029319056,0.00013156474,0.00011053343,0.00009737456,0.00017371557,2.1936454e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006679873,0.0000012392184,0.0000056900717,0.00006288306,0.000023460345,6.3738923e-7,0.00042786388,0.01331429,0.9799589,0.00046151536,0.002098656,0.0029768667],"study_design_scores_gemma":[0.00082548376,0.00062438915,0.00009292219,0.000016098329,0.000048779093,0.00001223833,0.00012861754,0.18289676,0.8148397,0.00022230447,0.000106178566,0.00018651964],"about_ca_topic_score_codex":0.000015708898,"about_ca_topic_score_gemma":3.7218126e-7,"teacher_disagreement_score":0.16958247,"about_ca_system_score_codex":0.000067968285,"about_ca_system_score_gemma":0.00005311699,"threshold_uncertainty_score":0.6978552},"labels":[],"label_agreement":null},{"id":"W4313240771","doi":"10.1002/tal.2002","title":"Experimental evaluation of composite and non‐composite columns and braces in special concentrically braced frames","year":2022,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Square (algebra); Cross section (physics); Ductility (Earth science); Buckling; Stiffness; Dissipation; Composite number; Materials science; Engineering; Composite material; Geometry; Physics; Mathematics; Creep","score_opus":0.012521521474885753,"score_gpt":0.23933343963712297,"score_spread":0.22681191816223722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313240771","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99799156,0.0011157517,0.00003242313,0.000047459474,0.00019387798,0.0003419597,0.000021971771,0.000017163684,0.00023785564],"genre_scores_gemma":[0.9988496,0.00003961189,0.00076775334,0.000013409417,0.00029256986,0.000008488822,0.000004607992,0.000013849649,0.000010135789],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99870557,0.00013265164,0.00033240684,0.00021151091,0.00043599898,0.0001818862],"domain_scores_gemma":[0.9995428,0.00013544393,0.00011610887,0.000107593005,0.000045869674,0.000052236755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026404165,0.00017508869,0.0003572896,0.00012352988,0.00017323846,0.000051341834,0.00016463628,0.00004648492,0.00019462223],"category_scores_gemma":[0.000023367518,0.00014924355,0.000045324537,0.00023419503,0.0002187319,0.00012594278,0.0001729116,0.00019462312,1.57967e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003232242,0.0000084607145,0.0046700574,0.000030418742,0.000119544326,0.0000035274861,0.0042112516,0.04003255,0.9451923,0.0004150819,0.00009571806,0.0048978627],"study_design_scores_gemma":[0.003369535,0.00048992934,0.39559782,0.00006295552,0.00029801344,0.00009752359,0.0015759674,0.2586968,0.33369523,0.0054069804,0.00007320036,0.00063604314],"about_ca_topic_score_codex":0.00015534536,"about_ca_topic_score_gemma":0.00001118756,"teacher_disagreement_score":0.61149704,"about_ca_system_score_codex":0.000085255015,"about_ca_system_score_gemma":0.000013923176,"threshold_uncertainty_score":0.6085975},"labels":[],"label_agreement":null},{"id":"W4384662515","doi":"10.1002/tal.2043","title":"Staged‐construction analysis of high‐rise buildings: A literature review and future perspectives","year":2023,"lang":"en","type":"review","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Architectural engineering; Process (computing); Work (physics); Computer science; Limit (mathematics); Risk analysis (engineering); Construction engineering; Engineering; Mechanical engineering; Business; Mathematics","score_opus":0.012871136531296963,"score_gpt":0.2567372484603826,"score_spread":0.24386611192908564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384662515","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0025899764,0.9963058,0.00009810363,0.000054751614,0.00020289615,0.00043265856,0.00021357146,0.00006463615,0.00003760563],"genre_scores_gemma":[0.00035496833,0.9977011,0.0006855675,0.000013020357,0.0010821237,0.000015224568,0.000054121494,0.000042187185,0.00005168615],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982764,0.000098033146,0.00073707686,0.00038049446,0.00025441303,0.00025356386],"domain_scores_gemma":[0.99896264,0.00011653337,0.00041248937,0.0003250337,0.00011122807,0.000072055096],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003151143,0.0005026195,0.0025098522,0.00067729165,0.00012202333,0.00006893028,0.00033212738,0.00024955376,0.0000776274],"category_scores_gemma":[0.000031539137,0.00031484987,0.0005998424,0.0024952644,0.00025663266,0.00020297815,0.00008895318,0.0004612787,9.3884756e-7],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021415608,0.000005243264,0.0000050565045,0.053276878,0.0099049015,0.0000110014735,0.002315728,0.0007390137,0.00003640802,0.0027184505,0.0012023606,0.92976356],"study_design_scores_gemma":[0.0012608285,0.00046212206,0.0005032411,0.10763487,0.23068993,0.0006436626,0.00507372,0.0060200514,0.0000789059,0.0062845857,0.63645357,0.0048944964],"about_ca_topic_score_codex":0.000022028442,"about_ca_topic_score_gemma":0.0000028988911,"teacher_disagreement_score":0.92486906,"about_ca_system_score_codex":0.000054200154,"about_ca_system_score_gemma":0.000025768633,"threshold_uncertainty_score":0.9999304},"labels":[],"label_agreement":null},{"id":"W4398139573","doi":"10.1002/tal.2123","title":"Seismic control of tall buildings using vertically distributed multiple tuned mass dampers","year":2024,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"OpenSees; Tuned mass damper; Structural engineering; Particle swarm optimization; Modal; Acceleration; Damper; Vibration control; Vibration; Mode (computer interface); MATLAB; Sensitivity (control systems); Modal analysis; Computer science; Engineering; Finite element method; Acoustics; Materials science; Algorithm; Physics; Electronic engineering","score_opus":0.01122712507737377,"score_gpt":0.20971402135480627,"score_spread":0.1984868962774325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398139573","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60707015,0.00056142505,0.3913189,0.00017917984,0.00038765176,0.00023991296,0.00008036034,0.000097881,0.00006455217],"genre_scores_gemma":[0.9971443,0.00006146071,0.002286072,0.000040635965,0.00041174263,0.0000043040436,0.000008684146,0.000023283716,0.00001955806],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99877805,0.00005461963,0.0004345838,0.00021925474,0.00021922679,0.00029425308],"domain_scores_gemma":[0.99933594,0.0003290894,0.00004620009,0.000134656,0.00006369403,0.00009041738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019890688,0.00023568349,0.00039900874,0.00007058457,0.00010056285,0.00007229576,0.0002353656,0.00012907031,0.00010588653],"category_scores_gemma":[0.000121118486,0.00015116317,0.00013628903,0.00020980567,0.0002709535,0.00018048525,0.00004227839,0.0002027689,0.0000018942721],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018860646,0.000003558682,0.0001295518,0.00009097199,0.00015877976,0.000006079848,0.00017565316,0.18976526,0.80191404,0.0061180047,0.00020458225,0.0012449056],"study_design_scores_gemma":[0.0008280831,0.000121403595,0.0012113551,0.00007653662,0.000115702234,0.000020296322,0.00004126367,0.96850187,0.021604087,0.00687458,0.0003746184,0.00023022364],"about_ca_topic_score_codex":0.000033202796,"about_ca_topic_score_gemma":0.000001115844,"teacher_disagreement_score":0.78031,"about_ca_system_score_codex":0.000043442724,"about_ca_system_score_gemma":0.000022767952,"threshold_uncertainty_score":0.6164255},"labels":[],"label_agreement":null},{"id":"W4403873545","doi":"10.1002/tal.2196","title":"Experimentally Verified Retrofit Combining Hybrid Solutions for Enhancing the Seismic Response of Multistory RC Structures","year":2024,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"United Arab Emirates University","keywords":"Structural engineering; Seismic retrofit; Engineering; Geology; Reinforced concrete","score_opus":0.020254806158451866,"score_gpt":0.2453955833265426,"score_spread":0.22514077716809072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403873545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98315746,0.0016664569,0.013025363,0.00007117072,0.001236792,0.0005805677,0.00006690749,0.00012431727,0.00007095977],"genre_scores_gemma":[0.9968446,0.000040455077,0.0026014154,0.000021248752,0.0003390098,0.000022345299,0.0000065643217,0.00004191132,0.0000824371],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99866873,0.00006995433,0.00044465536,0.00021624147,0.00024188742,0.0003585397],"domain_scores_gemma":[0.9989433,0.0006013374,0.00009445424,0.0002514167,0.000054654454,0.000054819368],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039467745,0.00026596893,0.0003206519,0.00010379706,0.00028554513,0.00007229666,0.00038062801,0.000076654585,0.00005342275],"category_scores_gemma":[0.00008873933,0.00017222698,0.00015998792,0.00013286022,0.0003234109,0.00017649705,0.0000950501,0.00024473877,7.9195854e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046999217,1.8534642e-7,0.0000017716882,0.000086373024,0.000102808306,0.0000037851316,0.002521772,0.013822889,0.9726876,0.006344692,0.0006989646,0.0032591587],"study_design_scores_gemma":[0.00071987306,0.0002986145,0.0012740067,0.00015938557,0.0001803784,0.00013743057,0.0011603561,0.08855128,0.9002625,0.006110907,0.00070661283,0.00043865704],"about_ca_topic_score_codex":0.00004151702,"about_ca_topic_score_gemma":0.0000014325515,"teacher_disagreement_score":0.07472839,"about_ca_system_score_codex":0.00010703983,"about_ca_system_score_gemma":0.000046580048,"threshold_uncertainty_score":0.70232123},"labels":[],"label_agreement":null},{"id":"W4408373012","doi":"10.1002/tal.70010","title":"Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines","year":2025,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Turbine; Marine engineering; Scale (ratio); Sea breeze; Engineering; Environmental science; Process engineering; Computer science; Industrial engineering; Mechanical engineering; Meteorology; Physics","score_opus":0.01725305909558506,"score_gpt":0.2585377843062601,"score_spread":0.24128472521067507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408373012","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55455077,0.00080103456,0.44185513,0.0004989623,0.00043010613,0.0012080276,0.00009436247,0.00013166004,0.00042998898],"genre_scores_gemma":[0.8731061,0.00033531108,0.1259439,0.00014389538,0.00022836977,0.000009101972,0.000052951113,0.000024647105,0.00015572303],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986257,0.000099043325,0.0005365515,0.0002946524,0.00019271333,0.00025133137],"domain_scores_gemma":[0.99884754,0.0001831782,0.00015813077,0.00016854178,0.00058966654,0.000052938343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023549308,0.00030554246,0.00042303724,0.0001828316,0.00022923287,0.000109633846,0.0001930213,0.00013596022,0.00010894187],"category_scores_gemma":[0.00017411206,0.00020231602,0.000042214288,0.0010671428,0.00019609812,0.0002578889,0.00008330849,0.00017352546,3.549838e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018530649,0.000003720449,0.0002507582,0.00004615453,0.0002387999,0.0000013208198,0.0017053965,0.9853805,0.005931614,0.001371568,0.002339087,0.0025457744],"study_design_scores_gemma":[0.0011646937,0.00014260545,0.0060388357,0.00006259538,0.0002490864,0.000013113378,0.0007926462,0.96831334,0.015026073,0.0074236584,0.00034009747,0.00043328005],"about_ca_topic_score_codex":0.000014995528,"about_ca_topic_score_gemma":0.000005435533,"teacher_disagreement_score":0.31855536,"about_ca_system_score_codex":0.000040932846,"about_ca_system_score_gemma":0.000037403683,"threshold_uncertainty_score":0.8250208},"labels":[],"label_agreement":null},{"id":"W4417494588","doi":"10.1002/tal.70106","title":"Comparative Evaluation of Semiactive Control Strategies for the Milad Telecommunication Tower Using MR Dampers Under Spectrally Matched Near‐ and Far‐Field Earthquakes","year":2025,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Tower; Controller (irrigation); Control theory (sociology); Damper; Vibration control; Acceleration; Magnetorheological fluid; Linear-quadratic regulator; Control system","score_opus":0.03410458722517521,"score_gpt":0.29171539257247997,"score_spread":0.25761080534730474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417494588","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8536291,0.0011981872,0.14322327,0.0005691674,0.00013838877,0.00073903875,0.000009174168,0.000016663094,0.00047696315],"genre_scores_gemma":[0.9981604,0.000089342764,0.001566346,0.00008143598,0.0000702458,0.000013406663,0.0000018135411,0.000004233423,0.00001273677],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993571,0.00009195251,0.00021936285,0.00009789589,0.0001247905,0.00010890903],"domain_scores_gemma":[0.99906546,0.00060623116,0.00006565593,0.00011013806,0.00013846521,0.00001405155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033818718,0.00011778283,0.00024403991,0.00002843292,0.00019513875,0.00006481101,0.0001339054,0.000065810855,0.000035859895],"category_scores_gemma":[0.000043440068,0.00006706126,0.000047366353,0.00008550561,0.00021419686,0.00014142995,0.000020612135,0.00010548538,5.6814716e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053967664,0.0000068220725,0.000054674965,0.000034662102,0.00038516393,5.8415154e-8,0.0028851193,0.5343907,0.41872698,0.03745703,0.00026308876,0.0052560405],"study_design_scores_gemma":[0.0013267377,0.00015528775,0.009643768,0.00003345465,0.00026688838,0.0000022545842,0.0025177845,0.91865224,0.017112754,0.050107364,0.000049140563,0.00013230223],"about_ca_topic_score_codex":0.000040148876,"about_ca_topic_score_gemma":0.000028613762,"teacher_disagreement_score":0.40161422,"about_ca_system_score_codex":0.000021525404,"about_ca_system_score_gemma":0.00004420109,"threshold_uncertainty_score":0.27346787},"labels":[],"label_agreement":null}]}