{"meta":{"query_hash":"f2a1a03c364e","filters":{"venue":"Bulletin of Earthquake Engineering"},"cohort_total":81,"direct_labels_cover":0,"predictions_cover":81,"exported":81,"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/f2a1a03c364e","api":"https://metacan.xera.ac/api/v1/cohort?venue=Bulletin+of+Earthquake+Engineering"},"results":[{"id":"W1965553272","doi":"10.1007/s10518-013-9546-0","title":"Seismic response of lined tunnels in the half-plane with surface topography","year":2013,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"Deutsche Forschungsgemeinschaft","keywords":"Hydrogeology; Free surface; Parametric statistics; Geotechnical engineering; Geology; Boundary element method; Structural engineering; Seismic wave; Plane stress; Wavelength; Finite element method; Mechanics; Engineering; Optics; Physics; Seismology","score_opus":0.003950356091347287,"score_gpt":0.16332669705726877,"score_spread":0.1593763409659215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965553272","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9892058,0.0003544502,0.0093442965,0.00035931164,0.000085632106,0.00024535425,0.0000052696478,0.000182038,0.00021787694],"genre_scores_gemma":[0.9956841,0.000025357838,0.004137963,0.000016689752,0.00002459433,0.000018468523,0.0000036671654,0.000039111404,0.000050037732],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9989187,0.00003586851,0.00036193235,0.00014780056,0.00022731887,0.00030837464],"domain_scores_gemma":[0.99908775,0.00043013736,0.000039121107,0.00034637848,0.000041121817,0.00005550845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032716093,0.0002266858,0.0003091311,0.00015740636,0.000015951511,0.000020770387,0.0002685986,0.000111566966,0.0001009676],"category_scores_gemma":[0.00007745642,0.00017115996,0.0000780501,0.00035040895,0.000042585816,0.00003015557,0.0000169441,0.00031309997,0.000011147401],"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":[0.00003354049,0.000015136644,0.00016703762,0.00013269337,0.000030406472,0.0000051920856,0.0001483681,0.9908374,0.007866013,0.00013293535,0.0003741267,0.00025716293],"study_design_scores_gemma":[0.002506657,0.000803741,0.5263093,0.00081582664,0.0000636577,0.00015967184,0.0005337961,0.39519468,0.020464342,0.00014190581,0.05167431,0.0013321025],"about_ca_topic_score_codex":0.00019658539,"about_ca_topic_score_gemma":0.0000043569908,"teacher_disagreement_score":0.5956427,"about_ca_system_score_codex":0.0000108906315,"about_ca_system_score_gemma":0.000008775242,"threshold_uncertainty_score":0.6979701},"labels":[],"label_agreement":null},{"id":"W1970686099","doi":"10.1007/s10518-013-9467-y","title":"Statistical distribution of seismic performance criteria of retrofitted multi-column bridge bents using incremental dynamic analysis: a case study","year":2013,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Weibull distribution; Structural engineering; Engineering; Probabilistic logic; Retrofitting; Probability distribution; Incremental Dynamic Analysis; Bridge (graph theory); Displacement (psychology); Seismic analysis; Statistics; Mathematics","score_opus":0.013951607016206038,"score_gpt":0.2473602478883886,"score_spread":0.23340864087218255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970686099","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9603611,0.000046445777,0.038718928,0.0000017170388,0.00012244738,0.00047170484,0.00019168537,0.00008244824,0.0000034857317],"genre_scores_gemma":[0.99254113,0.0000049881983,0.0072957557,0.0000011679817,0.0000108963995,0.000015632195,0.00008767035,0.000035781737,0.0000069604916],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99842304,0.000026943579,0.0007608361,0.00019866659,0.00028668315,0.00030382918],"domain_scores_gemma":[0.999259,0.00006234122,0.00014286822,0.00030728648,0.0001370498,0.000091480426],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00014612493,0.0002506869,0.00054852664,0.00022637799,0.00003043872,0.000016958651,0.0001508931,0.000071868446,0.0002568245],"category_scores_gemma":[0.00005485671,0.00028581027,0.0001221602,0.0003956421,0.00004912182,0.000080168924,0.0000638824,0.00017925363,0.0000053383915],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034829693,0.000034875964,0.075860254,0.00079069356,0.0011631749,0.00014093536,0.00058245764,0.76570904,0.15167554,0.0000060229977,0.00003501097,0.003967154],"study_design_scores_gemma":[0.00052328454,0.00009082311,0.41614494,0.000052110183,0.00026351245,0.00005794195,0.00015298236,0.57679963,0.0057486543,7.34444e-8,0.0000043701743,0.00016166976],"about_ca_topic_score_codex":0.002115534,"about_ca_topic_score_gemma":0.00000833561,"teacher_disagreement_score":0.34028468,"about_ca_system_score_codex":0.00008883199,"about_ca_system_score_gemma":0.000013923612,"threshold_uncertainty_score":0.9999594},"labels":[],"label_agreement":null},{"id":"W1983826692","doi":"10.1007/s10518-008-9093-2","title":"Deaggregation of seismic loss of spatially distributed buildings","year":2008,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Federal Emergency Management Agency","keywords":"Seismic hazard; Seismology; Hydrogeology; Environmental Seismic Intensity scale; Seismic risk; Earthquake scenario; Seismic to simulation; Geology; Aggregate (composite); Incremental Dynamic Analysis; Earthquake simulation; Magnitude (astronomy); Ground motion; Seismic inversion; Geotechnical engineering; Geography; Meteorology","score_opus":0.005791318894730359,"score_gpt":0.17311701948331829,"score_spread":0.16732570058858792,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983826692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9425584,0.00031563858,0.056710165,0.00003283288,0.00007937512,0.000056675475,0.000031614938,0.00007997074,0.00013534467],"genre_scores_gemma":[0.9966737,0.00027253624,0.0029183128,0.000006112635,0.000043994918,0.0000036023177,0.000026644933,0.000024669474,0.00003039712],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990486,0.000005488673,0.000467784,0.00010419056,0.00019406252,0.00017989687],"domain_scores_gemma":[0.99952,0.000053038806,0.00010626053,0.00019424394,0.000083011386,0.00004346108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000106547595,0.00014309183,0.0003438737,0.00016334675,0.000017129585,0.0000021366577,0.00013564515,0.00005956044,0.000099185236],"category_scores_gemma":[0.000052944775,0.00015757311,0.00012838117,0.00026408656,0.000045732526,0.000035033325,0.000019849673,0.000100124875,0.000008918282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000070693764,0.000018087198,0.0031389229,0.00024697423,0.00008261223,0.0000045377487,0.00013571732,0.98269516,0.011091708,0.00004112973,0.0003219631,0.002216091],"study_design_scores_gemma":[0.0009538633,0.00010299275,0.06431768,0.00050338794,0.000094341245,0.000041923908,0.00003580773,0.60908806,0.28967032,0.000010891516,0.034711797,0.0004688928],"about_ca_topic_score_codex":0.00008936226,"about_ca_topic_score_gemma":0.000001097189,"teacher_disagreement_score":0.3736071,"about_ca_system_score_codex":0.000014902212,"about_ca_system_score_gemma":0.000013250861,"threshold_uncertainty_score":0.64256454},"labels":[],"label_agreement":null},{"id":"W1989235705","doi":"10.1007/s10518-013-9556-y","title":"Sensitivity analysis of carbon fiber-reinforced elastomeric isolators based on experimental tests and finite element simulations","year":2013,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; McMaster University","keywords":"Materials science; Natural rubber; Elastomer; Composite material; Finite element method; Stiffness; Isolator; Sensitivity (control systems); Structural engineering; Rigidity (electromagnetism); Engineering","score_opus":0.005014003339260457,"score_gpt":0.19533055410787237,"score_spread":0.1903165507686119,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989235705","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97669834,0.00006103045,0.022650354,0.000024539037,0.00005587316,0.00013414685,0.000018936666,0.00014354498,0.00021324091],"genre_scores_gemma":[0.9980356,0.0000031001425,0.0018204182,0.000011661849,0.000016156007,0.000011522401,0.000025300444,0.000027676388,0.000048570204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906605,0.00001527356,0.0003668975,0.00016191143,0.00019704545,0.00019279728],"domain_scores_gemma":[0.9992575,0.00031234475,0.000060635797,0.00022724514,0.00005063545,0.000091635055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007439482,0.00021276255,0.00038357367,0.00057981856,0.000021809836,0.000016540982,0.00004780039,0.00006449164,0.0006217248],"category_scores_gemma":[0.000063854124,0.000224789,0.00013760118,0.0006111884,0.000025571506,0.000029294595,0.000015704496,0.0001042714,0.000006074874],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003039959,0.000007203498,0.0002757493,0.00003856566,0.00026673687,5.950428e-7,0.00006015099,0.9789019,0.01974485,0.00001909015,0.000016360638,0.0006657084],"study_design_scores_gemma":[0.00022379366,0.000053160107,0.029937334,0.000029366847,0.00013854109,3.7918224e-7,0.000027442013,0.9476437,0.021524677,1.543223e-7,0.00023026012,0.00019117136],"about_ca_topic_score_codex":0.00014479444,"about_ca_topic_score_gemma":0.0000036836225,"teacher_disagreement_score":0.03125823,"about_ca_system_score_codex":0.000029340337,"about_ca_system_score_gemma":0.000005096735,"threshold_uncertainty_score":0.9166629},"labels":[],"label_agreement":null},{"id":"W1990170364","doi":"10.1007/s10518-014-9645-6","title":"Seismic capacity of reinforced concrete interior flat plate connections","year":2014,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Slab; Bending moment; Parametric statistics; Structural load; Moment (physics); Shear (geology); Geology; Nonlinear system; Seismic loading; Geotechnical engineering; Engineering; Mathematics; Physics","score_opus":0.007192675986419885,"score_gpt":0.177525045523324,"score_spread":0.17033236953690412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990170364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9625624,0.00006190554,0.03562906,0.000047453606,0.0002367995,0.00006327056,0.000010320442,0.00018865349,0.0012001354],"genre_scores_gemma":[0.997965,0.000049024373,0.0016188477,0.0000279436,0.000081414124,0.000007452929,0.000007149328,0.000031710304,0.00021145567],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990942,0.0000096264475,0.00041452135,0.00012222122,0.00012679686,0.00023262206],"domain_scores_gemma":[0.99946904,0.00009353766,0.00006531519,0.00025454472,0.000049638256,0.00006793424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018598903,0.00017333498,0.0003631581,0.00017515844,0.000025684389,0.000009536102,0.00013725362,0.00008432485,0.00024953912],"category_scores_gemma":[0.00008105346,0.0001875194,0.0001456398,0.0001645153,0.000037600395,0.000040447463,0.00002395216,0.00016834846,0.000056627083],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006516233,5.61549e-7,0.00009201182,0.00022628915,0.000115433046,5.894691e-7,0.0001895006,0.9298322,0.06739994,0.00025576339,0.00061443885,0.0012667599],"study_design_scores_gemma":[0.00034655206,0.000051558443,0.0009935707,0.0001582237,0.00003691403,0.000008580096,0.00003490592,0.8640126,0.08262081,0.0000026323116,0.051522493,0.00021117776],"about_ca_topic_score_codex":0.00006482457,"about_ca_topic_score_gemma":0.0000012854877,"teacher_disagreement_score":0.065819606,"about_ca_system_score_codex":0.00001635342,"about_ca_system_score_gemma":0.000005247093,"threshold_uncertainty_score":0.76468194},"labels":[],"label_agreement":null},{"id":"W1991110233","doi":"10.1007/s10518-012-9389-0","title":"Erratum to: Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones","year":2012,"lang":"en","type":"erratum","venue":"Bulletin of Earthquake Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Structural engineering; Fragility; Pier; Bearing (navigation); Bridge (graph theory); Engineering; Nonlinear system; SMA*; Geology; Geotechnical engineering; Computer science; Physics","score_opus":0.009314656829523869,"score_gpt":0.22805416657795927,"score_spread":0.2187395097484354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991110233","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95097685,0.0007881754,0.03521085,0.00018225168,0.009098245,0.0017607451,0.00093943876,0.0006368111,0.00040665988],"genre_scores_gemma":[0.9887377,0.0001122977,0.004134564,0.000027244609,0.0002959175,0.00015239508,0.0005597814,0.000364561,0.005615558],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9946284,0.00011394302,0.0018671125,0.0008886042,0.00086948066,0.0016324093],"domain_scores_gemma":[0.99733615,0.0002303681,0.00045330718,0.0011091854,0.0002441425,0.00062684383],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0005509431,0.0013893922,0.0021905352,0.0008113508,0.00006321957,0.000069658236,0.00090555724,0.0011020395,0.00028203824],"category_scores_gemma":[0.00028915028,0.0015198657,0.00038280617,0.00052876346,0.00008232799,0.00008757447,0.0003489394,0.002697084,0.00003796017],"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":[0.00016271809,0.00008213772,0.0054042493,0.0030603528,0.0010611489,0.00009825252,0.001599371,0.77383566,0.04410584,0.000025260684,0.16292402,0.0076409895],"study_design_scores_gemma":[0.0024155716,0.000532275,0.6740521,0.0023534002,0.0004045917,0.000022984917,0.00008641361,0.21600781,0.0063473163,0.0000013704843,0.09519177,0.0025843761],"about_ca_topic_score_codex":0.0016794909,"about_ca_topic_score_gemma":0.00004601217,"teacher_disagreement_score":0.6686479,"about_ca_system_score_codex":0.0004342094,"about_ca_system_score_gemma":0.00010114246,"threshold_uncertainty_score":0.9998857},"labels":[],"label_agreement":null},{"id":"W1993941136","doi":"10.1007/s10518-007-9047-0","title":"Centrifuge modeling of seismic response of layered soft clay","year":2007,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Centrifuge; Geotechnical engineering; Geology; Shear modulus; Damping ratio; Response analysis; Hydrogeology; Acceleration; Spectral acceleration; Seismic loading; Shear (geology); Settlement (finance); Seismic analysis; Peak ground acceleration; Seismology; Structural engineering; Materials science; Engineering; Composite material; Vibration","score_opus":0.006385051467601297,"score_gpt":0.18864544967315863,"score_spread":0.18226039820555734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993941136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6790261,0.00060834136,0.31949574,0.000026952908,0.00020056558,0.00009312881,0.000012273918,0.00021161654,0.00032524875],"genre_scores_gemma":[0.9899267,0.000034047163,0.009874771,0.0000055294195,0.000048282174,0.00000240994,0.0000035234682,0.000062198276,0.0000425593],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99838716,0.00001565178,0.00074485765,0.00016990713,0.00027889063,0.0004035063],"domain_scores_gemma":[0.99893564,0.0003357421,0.000076647244,0.00045670208,0.00008542332,0.00010986091],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006743243,0.0002446491,0.00046059527,0.0002866446,0.000016054946,0.0000055352816,0.0002940731,0.00016656086,0.000060891976],"category_scores_gemma":[0.00040115046,0.0002679862,0.00017123607,0.00024953458,0.000033137523,0.000023049777,0.00005143815,0.00027816405,0.000004013161],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010167073,0.000016026046,0.000023213694,0.00032473129,0.00005289423,0.0000050542185,0.00007562613,0.9317931,0.06630813,0.00029327054,0.00008401767,0.00092224096],"study_design_scores_gemma":[0.00064529164,0.00009594428,0.0035242308,0.00028173707,0.00002607241,0.000017449473,0.000045160974,0.9099962,0.07742187,0.000057022207,0.007536157,0.00035284556],"about_ca_topic_score_codex":0.00003658418,"about_ca_topic_score_gemma":0.0000011571741,"teacher_disagreement_score":0.31090057,"about_ca_system_score_codex":0.000026877087,"about_ca_system_score_gemma":0.000015664837,"threshold_uncertainty_score":0.99997723},"labels":[],"label_agreement":null},{"id":"W2000246809","doi":"10.1007/s10518-009-9142-5","title":"Experimental and analytical investigation of seismic stability of masonry walls at Beauharnois powerhouse","year":2009,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; NanoQuébec (Canada)","funders":"","keywords":"Earthquake shaking table; Masonry; Structural engineering; Brick; Facade; Engineering; Unreinforced masonry building; Seismic loading; Scaling; Acceleration; Geotechnical engineering; Geology; Civil engineering; Mathematics; Geometry","score_opus":0.007601489977403797,"score_gpt":0.18817978459386153,"score_spread":0.18057829461645775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000246809","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985195,0.0006395122,0.00025716508,0.000080452424,0.000038448758,0.00008458163,0.00001438368,0.00006119877,0.00030479746],"genre_scores_gemma":[0.99864775,0.000023559765,0.0012478912,0.000011971825,0.00001968321,0.000001659016,0.0000075258376,0.000013313442,0.00002665933],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990899,0.000016873513,0.0004106835,0.00015251065,0.00016929078,0.000160764],"domain_scores_gemma":[0.99954873,0.000069072674,0.000065341446,0.00019235753,0.000036824735,0.00008765927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013044804,0.00016033939,0.00035306351,0.00008783887,0.000015149048,0.0000048606803,0.00008562018,0.000063383464,0.000384257],"category_scores_gemma":[0.000041058513,0.00016371199,0.000102119084,0.00013346192,0.0000518362,0.000031783395,0.000029059049,0.00009377082,0.0000020419334],"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":[0.00008123124,0.000025375593,0.008736738,0.0006090722,0.0002337064,0.0000059039194,0.001403971,0.1703526,0.8136198,0.0010374534,0.00031799608,0.0035761558],"study_design_scores_gemma":[0.00051426544,0.00019855124,0.118007116,0.00011149462,0.000079236,0.000009384534,0.00013204788,0.19214869,0.68714124,0.00001801912,0.0013059503,0.00033400036],"about_ca_topic_score_codex":0.000023747141,"about_ca_topic_score_gemma":6.705231e-7,"teacher_disagreement_score":0.12647857,"about_ca_system_score_codex":0.00002276492,"about_ca_system_score_gemma":0.0000050207964,"threshold_uncertainty_score":0.6675981},"labels":[],"label_agreement":null},{"id":"W2050665290","doi":"10.1007/s10518-014-9714-x","title":"Evaluation of infilled frames: an updated in-plane-stiffness macro-model considering the effects of vertical loads","year":2014,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University; Queen's University Belfast","keywords":"Infill; Structural engineering; Stiffness; Stiffening; Masonry; Diagonal; Finite element method; Frame (networking); Structural load; Engineering; Geology; Geotechnical engineering; Geometry; Mathematics","score_opus":0.007654859808440704,"score_gpt":0.20875059282677552,"score_spread":0.2010957330183348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050665290","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969093,0.00017542695,0.002213842,0.000024506086,0.00014673654,0.00018083047,0.0000039334855,0.00005412265,0.0002912676],"genre_scores_gemma":[0.99913013,0.000011413252,0.0007698064,0.000008397148,0.000027462955,0.000012246789,0.000012775868,0.000022083903,0.0000056912545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987012,0.000091071815,0.00045449584,0.00014681663,0.00040141292,0.00020500737],"domain_scores_gemma":[0.9991564,0.00030025243,0.00005227814,0.0003022913,0.00013497677,0.00005377353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006804285,0.0001767076,0.00038963518,0.00012075849,0.000017079205,0.000008369194,0.00016954553,0.00009863926,0.00019653514],"category_scores_gemma":[0.00048309498,0.0001486824,0.00008151003,0.00019262821,0.000047191934,0.000034037283,0.000028987439,0.00018202717,0.0000026767902],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013837441,0.0000068444497,0.00015336002,0.00026337276,0.0000839984,8.839401e-7,0.0002326014,0.9441152,0.047139205,0.0004202898,0.00002827702,0.007542128],"study_design_scores_gemma":[0.0006577213,0.000044743996,0.010944721,0.00013874719,0.00014866992,0.000002819938,0.0000314478,0.9509033,0.03662513,0.000053076194,0.00029062585,0.00015901258],"about_ca_topic_score_codex":0.00004319051,"about_ca_topic_score_gemma":0.000011527609,"teacher_disagreement_score":0.010791361,"about_ca_system_score_codex":0.000016394948,"about_ca_system_score_gemma":0.000016143375,"threshold_uncertainty_score":0.6063093},"labels":[],"label_agreement":null},{"id":"W2058751370","doi":"10.1007/s10518-014-9716-8","title":"Microzonation models for Montreal with respect to $$\\hbox {V}_\\mathrm{S30}$$ V S 30","year":2014,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Borehole; Geology; Wave velocity; Seismology; Shear velocity; Shear (geology); Geotechnical engineering; Geometry; Mathematics; Geography; Meteorology; Petrology","score_opus":0.007544611057665037,"score_gpt":0.17369471076085577,"score_spread":0.16615009970319072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058751370","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87428635,0.000188369,0.11841665,0.0012109182,0.00011430803,0.00029744094,0.00009308154,0.00008027919,0.005312583],"genre_scores_gemma":[0.97980833,0.000011647772,0.019401068,0.00014555737,0.00013538287,0.0000020297516,0.0000426923,0.000009489053,0.0004438231],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912834,0.000014222361,0.00020345644,0.00022727334,0.00017654215,0.00025018014],"domain_scores_gemma":[0.99942523,0.00018465663,0.00005359869,0.00017048753,0.00005748756,0.00010856431],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026371385,0.00013564959,0.0002174986,0.00011999955,0.00005032785,0.000031609285,0.00013451684,0.000043023898,0.00047241646],"category_scores_gemma":[0.000062068415,0.00011377827,0.00007655086,0.00013076764,0.000013249781,0.00003230991,0.0000066439748,0.000057570946,0.00007110401],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039362316,0.0000071831296,0.0003758493,0.00002971822,0.000029048946,0.0000011246196,0.00007995605,0.9830008,0.000087106615,0.00034290977,0.0011667598,0.014840164],"study_design_scores_gemma":[0.00062849885,0.0004517134,0.07450473,0.00009133504,0.00004784692,0.0000060994607,0.00009235508,0.8041231,0.00032234917,0.00030535704,0.11908128,0.00034531392],"about_ca_topic_score_codex":0.0012886758,"about_ca_topic_score_gemma":0.00018907023,"teacher_disagreement_score":0.1788777,"about_ca_system_score_codex":0.0000026998302,"about_ca_system_score_gemma":0.000010172206,"threshold_uncertainty_score":0.5172629},"labels":[],"label_agreement":null},{"id":"W2074449096","doi":"10.1007/s10518-013-9495-7","title":"Developing and testing the Automated Post-Event Earthquake Loss Estimation and Visualisation (APE-ELEV) technique","year":2013,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Visualization; Event (particle physics); Estimation; Computer science; Real-time computing; Data visualization; Seismology; Data mining; Geology; Engineering; Systems engineering","score_opus":0.015213090687026087,"score_gpt":0.2175797433051197,"score_spread":0.2023666526180936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2074449096","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934466,0.0008198969,0.0032667448,0.0012927366,0.000081830396,0.000538033,0.000009314518,0.000271373,0.00027351078],"genre_scores_gemma":[0.9777451,0.00007556283,0.021961069,0.00010310809,0.000041771935,0.000019802477,0.000016569958,0.000010023124,0.000026968886],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9988276,0.000053568874,0.00035825834,0.0002492329,0.00020842733,0.00030292795],"domain_scores_gemma":[0.9988425,0.00068278296,0.00012556925,0.00014946924,0.00012645488,0.000073221025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046798747,0.00020713134,0.00022597147,0.000105505576,0.0002124609,0.0000898189,0.00010290662,0.000081098624,0.00025593856],"category_scores_gemma":[0.00053228927,0.00015959001,0.000032732907,0.00020988238,0.00010495093,0.000101781065,0.00003714559,0.00016368036,0.00005699287],"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":[0.000024443752,0.000027880602,0.12059243,0.00058078463,0.0001615276,0.000019861183,0.0014259848,0.050051127,0.0019664974,0.0012215652,0.00048834016,0.82343954],"study_design_scores_gemma":[0.00017759112,0.00010656238,0.9025578,0.00015360235,0.000014285597,0.000072640476,0.00012130417,0.09430097,0.00054309296,0.00008559699,0.0016624838,0.00020405267],"about_ca_topic_score_codex":0.0014537774,"about_ca_topic_score_gemma":0.00009100963,"teacher_disagreement_score":0.8232355,"about_ca_system_score_codex":0.0000043498076,"about_ca_system_score_gemma":0.000027782342,"threshold_uncertainty_score":0.6507892},"labels":[],"label_agreement":null},{"id":"W2074810666","doi":"10.1007/s10518-013-9533-5","title":"Ground-motion prediction equations for interface earthquakes of M7 to M9 based on empirical data from Japan","year":2013,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Seismology; Geology; Seismic hazard; Magnitude (astronomy); Subduction; Moment magnitude scale; Peak ground acceleration; Ground motion; Strong ground motion; Amplitude; Event (particle physics); Range (aeronautics); Hydrogeology; Boundary (topology); Hazard; Geodesy; Tectonics; Scaling; Mathematics; Physics; Geometry; Mathematical analysis; Geotechnical engineering; Engineering","score_opus":0.02824197765284355,"score_gpt":0.24679277767879107,"score_spread":0.2185508000259475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2074810666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6238353,0.000049501243,0.375001,0.0002980594,0.00017185576,0.000230574,0.0001933544,0.00011956497,0.000100731784],"genre_scores_gemma":[0.99108845,0.000007832359,0.008275967,0.000058797534,0.00014891381,0.000056617846,0.0002737873,0.00003688083,0.000052760795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890536,0.0000114338445,0.0004194872,0.0002415759,0.00020349852,0.00021863588],"domain_scores_gemma":[0.9989594,0.00028722888,0.00005039464,0.0005421585,0.000075847965,0.00008497241],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017633286,0.00017350129,0.0002703396,0.00022011275,0.000030007017,0.000025045392,0.0002609609,0.00008384788,0.00043002586],"category_scores_gemma":[0.00019652443,0.00018298406,0.00008642493,0.00020172431,0.000014298841,0.00009511019,0.000036820733,0.00011555004,0.00012683001],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011622494,0.000039549006,0.0006003999,0.00008516995,0.00006282835,1.1367839e-7,0.00011294449,0.9779084,0.005660046,0.000009971771,0.005864041,0.009644926],"study_design_scores_gemma":[0.0003376245,0.000114785966,0.037215337,0.0001610603,0.000042126914,2.2021632e-7,0.00007210691,0.9438568,0.004164906,0.0000055046603,0.013872102,0.0001574577],"about_ca_topic_score_codex":0.00014549874,"about_ca_topic_score_gemma":0.000008857734,"teacher_disagreement_score":0.3672531,"about_ca_system_score_codex":0.00002458119,"about_ca_system_score_gemma":0.000009620548,"threshold_uncertainty_score":0.7461873},"labels":[],"label_agreement":null},{"id":"W2084899387","doi":"10.1007/s10518-012-9413-4","title":"Implications of the 2011 M9.0 Tohoku Japan earthquake for the treatment of site effects in large earthquakes","year":2012,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":109,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Seismology; Borehole; Geology; Ground motion; Hydrogeology; Strong ground motion; Microtremor; Nonlinear system; Amplitude; Magnitude (astronomy); Shear (geology); Subduction; Physics; Geotechnical engineering; Optics","score_opus":0.007541075396612052,"score_gpt":0.20298113007984625,"score_spread":0.1954400546832342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084899387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99237245,0.0035376772,0.0029105444,0.00019932068,0.00022714859,0.0004756585,0.000061001934,0.000042297506,0.00017389788],"genre_scores_gemma":[0.9986258,0.0003868542,0.0005545202,0.000018749219,0.000111877795,0.00012034083,0.00000907505,0.000034226574,0.00013852566],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99887514,0.000018086444,0.0004447779,0.00011948313,0.000141275,0.0004012365],"domain_scores_gemma":[0.9988889,0.00043159674,0.000094795934,0.00048575504,0.000045249297,0.00005372246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023781849,0.00020318059,0.00037677932,0.00013080107,0.000047728816,0.0000059747917,0.00020234926,0.000078592835,0.000096567215],"category_scores_gemma":[0.000042565982,0.00013966464,0.00028641953,0.00024273609,0.00003817043,0.00004244848,0.000021806694,0.00009229767,0.000017480052],"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":[0.000054425298,0.00085992663,0.22150114,0.0014201613,0.000890844,5.7220683e-7,0.0064738933,0.65003115,0.028053762,0.002354536,0.0021772413,0.08618235],"study_design_scores_gemma":[0.0008480806,0.00011553643,0.8755024,0.000117520474,0.0001304356,0.0000023809855,0.00010817204,0.01774377,0.02120615,0.000007288737,0.084026195,0.00019204724],"about_ca_topic_score_codex":0.000069944625,"about_ca_topic_score_gemma":0.000039534127,"teacher_disagreement_score":0.6540013,"about_ca_system_score_codex":0.000024552017,"about_ca_system_score_gemma":0.000009303104,"threshold_uncertainty_score":0.56953585},"labels":[],"label_agreement":null},{"id":"W2093303368","doi":"10.1007/s10518-014-9642-9","title":"Real-time analysis and interpretation of continuous data from structural health monitoring (SHM) systems","year":2014,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural health monitoring; Modal; Computer science; Operational Modal Analysis; Identification (biology); Event (particle physics); Software; Modal analysis; Mode (computer interface); Normal mode; Algorithm; MATLAB; Data mining; Real-time computing; Vibration; Structural engineering; Engineering; Acoustics; Physics; Finite element method","score_opus":0.011429889489810987,"score_gpt":0.251514462072259,"score_spread":0.24008457258244803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093303368","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99102753,0.00082855957,0.00683911,0.00002296163,0.0005069798,0.00018981678,0.00009453717,0.00042918976,0.00006133383],"genre_scores_gemma":[0.9761037,0.0001746872,0.023389475,0.000001351844,0.00020540004,0.000006602192,0.00006667088,0.000041680178,0.000010435774],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99854577,0.000052071016,0.0006414838,0.00027378305,0.00021652065,0.0002703483],"domain_scores_gemma":[0.99871033,0.0003170058,0.00017346714,0.00062435906,0.000059330807,0.00011552776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037586514,0.00021329247,0.0006626183,0.00025455884,0.00002944902,0.000026478197,0.00029649038,0.00009290927,0.000019498679],"category_scores_gemma":[0.00012208354,0.00022836785,0.000054852684,0.000228542,0.000025911275,0.00006079344,0.00009811388,0.00015981503,0.0000028846223],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010100362,0.00001922286,0.05410284,0.0039803935,0.0019389353,0.000005421764,0.0021006693,0.70285845,0.030097635,0.00032311043,0.0010582359,0.2034141],"study_design_scores_gemma":[0.00019700885,0.000074425974,0.30938545,0.00042185088,0.00009566924,0.0000028882357,0.000043751756,0.6863203,0.002669455,0.000010593906,0.00055166543,0.00022696462],"about_ca_topic_score_codex":0.0022669642,"about_ca_topic_score_gemma":0.000005109688,"teacher_disagreement_score":0.25528258,"about_ca_system_score_codex":0.00004343526,"about_ca_system_score_gemma":0.0000092552045,"threshold_uncertainty_score":0.93125707},"labels":[],"label_agreement":null},{"id":"W2100560709","doi":"10.1007/s10518-011-9296-9","title":"Earthquake insurance portfolio analysis of wood-frame houses in south-western British Columbia, Canada","year":2011,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Federal Emergency Management Agency","keywords":"Solvency; Actuarial science; Natural hazard; Insolvency; Portfolio; Reinsurance; Risk management; Seismic risk; Business; Finance; Engineering; Civil engineering; Geography","score_opus":0.007341168774047856,"score_gpt":0.16205081104038,"score_spread":0.15470964226633213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100560709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979871,0.00065906864,0.00029921715,0.0000044948297,0.00013759441,0.00009027578,0.00010396195,0.00010262538,0.00061567576],"genre_scores_gemma":[0.99899,0.00014342616,0.00049993827,0.00003376851,0.000032041706,0.000014371696,0.000016929222,0.00004791366,0.00022162365],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9983091,0.000013677943,0.00071611203,0.00024341319,0.00029837788,0.00041934944],"domain_scores_gemma":[0.9992999,0.000051214785,0.00011476185,0.00036373266,0.00006469944,0.000105690124],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017210373,0.0001951953,0.00074015296,0.00034062637,0.000022104667,0.00003027196,0.00026081898,0.00010566665,0.00074381183],"category_scores_gemma":[0.00004257421,0.00031524408,0.0002039941,0.0011238101,0.0000345914,0.000054567943,0.000034689176,0.00022180696,0.0000064019046],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048621573,0.000037897607,0.62851036,0.0001655663,0.00074017746,0.00006245971,0.0005210577,0.3662084,0.000104775056,0.0000019336028,0.000442828,0.0031997021],"study_design_scores_gemma":[0.00029015238,0.00002256632,0.98203,0.00016037306,0.00017455807,0.0000051279712,0.00014150895,0.011802783,0.00025587226,8.1747e-7,0.0047941604,0.00032211893],"about_ca_topic_score_codex":0.535819,"about_ca_topic_score_gemma":0.71821696,"teacher_disagreement_score":0.35440564,"about_ca_system_score_codex":0.00003876417,"about_ca_system_score_gemma":0.00005309588,"threshold_uncertainty_score":0.99992996},"labels":[],"label_agreement":null},{"id":"W2184381563","doi":"10.1007/s10518-015-9772-8","title":"Understanding post-earthquake decisions on multi-storey concrete buildings in Christchurch, New Zealand","year":2015,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Infrastructure Resilience and Vulnerability Analysis","field":"Engineering","cited_by":162,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia; University of Auckland","keywords":"Demolition; Government (linguistics); Closure (psychology); Damages; Business; Forensic engineering; Engineering; Civil engineering; Economics; Political science","score_opus":0.044436928674386526,"score_gpt":0.23816513222209063,"score_spread":0.1937282035477041,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2184381563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9461209,0.00031621256,0.051634576,0.00032833125,0.0003741098,0.00023908168,0.000017737182,0.00024824284,0.00072078896],"genre_scores_gemma":[0.99006706,0.000055681485,0.009401734,0.000047443296,0.00011844045,0.000007491442,0.000012684297,0.000057083867,0.00023237844],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99815446,0.00003465561,0.0005617073,0.00032811132,0.00040167224,0.0005193697],"domain_scores_gemma":[0.99880004,0.0003454911,0.00006107441,0.00038284625,0.00007261319,0.00033795793],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005075093,0.0003289673,0.0004946931,0.00047659696,0.000041699994,0.000046349243,0.00025992995,0.00018846757,0.00018262255],"category_scores_gemma":[0.0007305027,0.00033915232,0.00015879374,0.00045125227,0.000050022114,0.00006982932,0.000043117096,0.00047539527,0.00006979942],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048035992,0.000009682818,0.0014272194,0.00003122672,0.00004959013,0.000022049182,0.0006658282,0.98951745,0.0014901473,0.00045598246,0.0042997445,0.0019830223],"study_design_scores_gemma":[0.013349881,0.0015500295,0.15268905,0.002436274,0.00022524687,0.00012308004,0.0031826303,0.43311453,0.011721822,0.0006378577,0.3769328,0.0040367837],"about_ca_topic_score_codex":0.0003739225,"about_ca_topic_score_gemma":0.00010685306,"teacher_disagreement_score":0.5564029,"about_ca_system_score_codex":0.00020326745,"about_ca_system_score_gemma":0.000061495826,"threshold_uncertainty_score":0.99990606},"labels":[],"label_agreement":null},{"id":"W2291405846","doi":"10.1007/s10518-016-9888-5","title":"Load distribution in large pile groups under static and dynamic loading","year":2016,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pile; Centrifuge; Dynamic load testing; Structural engineering; Geotechnical engineering; Dynamic loading; Static analysis; Seismic loading; Structural load; Seismic analysis; Engineering; Geology; Physics","score_opus":0.0036560403717533644,"score_gpt":0.17392314106294735,"score_spread":0.17026710069119397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2291405846","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8166081,0.00050631614,0.18198729,0.0001608711,0.00019023978,0.00011001281,0.000041445826,0.00032937364,0.00006636358],"genre_scores_gemma":[0.9990689,0.00021708831,0.000561433,0.000007403894,0.000019588433,0.000016180076,0.0000076151905,0.000044614528,0.000057176276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989191,0.000010272223,0.00031954198,0.00018399242,0.00016700511,0.00040003515],"domain_scores_gemma":[0.99951464,0.00015312819,0.000024283445,0.00018877962,0.000025833957,0.00009336443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029462803,0.00019610417,0.0002544238,0.00008866533,0.000016979411,0.00001228653,0.000094040915,0.00012036398,0.000056998408],"category_scores_gemma":[0.00015285937,0.00017926095,0.000046176177,0.0001467393,0.000014982836,0.000037847432,0.000040115166,0.00018066748,0.000027422577],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021045567,0.000082133505,0.00016684392,0.00081456976,0.00007588976,0.000032414744,0.00018151732,0.9396025,0.022053173,0.012881,0.0005073002,0.0235816],"study_design_scores_gemma":[0.0030118881,0.00017226128,0.0542441,0.001527208,0.000034130004,0.00004069291,0.000104682345,0.8982842,0.0037889318,0.00053423195,0.03713099,0.0011266742],"about_ca_topic_score_codex":0.000009287081,"about_ca_topic_score_gemma":0.000009807279,"teacher_disagreement_score":0.18246081,"about_ca_system_score_codex":0.00011579031,"about_ca_system_score_gemma":0.000008653964,"threshold_uncertainty_score":0.73100495},"labels":[],"label_agreement":null},{"id":"W2292247556","doi":"10.1007/s10518-016-9871-1","title":"The near-field method: a modified equivalent linear method for dynamic soil–structure interaction analysis. Part II: verification and example application","year":2016,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Hydrogeology; Field (mathematics); Computer science; Geology; Mathematics; Geotechnical engineering","score_opus":0.010270103828865585,"score_gpt":0.2476432184708543,"score_spread":0.2373731146419887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2292247556","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07826253,0.00018453444,0.92018306,0.0005986718,0.00017689275,0.0003080893,0.000019847801,0.00024366617,0.000022685112],"genre_scores_gemma":[0.95159686,0.0001253203,0.047934555,0.000011642926,0.00005826615,0.00012955946,0.000026039786,0.000040492898,0.00007728168],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989514,0.00002976005,0.00036543404,0.0002663163,0.00014226612,0.00024482407],"domain_scores_gemma":[0.998568,0.00082168716,0.0000783036,0.00036738088,0.00008130951,0.00008331599],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050562934,0.00019172355,0.00025983588,0.00010316851,0.00012242555,0.000029968105,0.00013142594,0.00014548968,0.000018887817],"category_scores_gemma":[0.00042517346,0.00014445852,0.00011792187,0.000253327,0.000018560435,0.00003960274,0.000033529082,0.00013746218,0.0000018381998],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017663446,0.0000065404515,0.000006952445,0.00007820445,0.000117753705,6.480433e-8,0.000058750924,0.91067237,0.015505841,0.0010401795,0.00011560601,0.072380066],"study_design_scores_gemma":[0.00023738087,0.000053161322,0.00079456874,0.000033465672,0.00010570563,0.00000216029,0.000012192322,0.9095057,0.0047257487,0.00007307749,0.08429021,0.00016662138],"about_ca_topic_score_codex":0.000044721393,"about_ca_topic_score_gemma":0.000023373488,"teacher_disagreement_score":0.8733343,"about_ca_system_score_codex":0.000043079453,"about_ca_system_score_gemma":0.000008512163,"threshold_uncertainty_score":0.58908474},"labels":[],"label_agreement":null},{"id":"W2295945403","doi":"10.1007/s10518-016-9894-7","title":"Seismic fragility assessment of highway bridges using support vector machines","year":2016,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Fragility; Serviceability (structure); Probabilistic logic; Ground motion; Support vector machine; Incremental Dynamic Analysis; Computer science; Reliability (semiconductor); Reliability engineering; Redundancy (engineering); Engineering; Structural engineering; Machine learning; Artificial intelligence","score_opus":0.00918663443670964,"score_gpt":0.2214639070182429,"score_spread":0.21227727258153326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2295945403","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94590575,0.0001377721,0.053035844,0.00011004893,0.00024359452,0.00006885173,0.000040652285,0.00016097244,0.00029654184],"genre_scores_gemma":[0.995888,0.000091996364,0.0037264049,0.000013553582,0.00010653976,0.0000053242798,0.000005437195,0.000039425307,0.00012333885],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99884313,0.000012351013,0.00045781452,0.00017649974,0.00022587909,0.00028431986],"domain_scores_gemma":[0.99939907,0.00009142541,0.0000737261,0.00030744314,0.000056848286,0.00007149954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023355788,0.00020807613,0.00039788312,0.00016653028,0.000021663636,0.000007917429,0.000166994,0.00007510123,0.0006138497],"category_scores_gemma":[0.000035130917,0.00017053881,0.00015732962,0.00014691243,0.0000361507,0.000054592627,0.00003718665,0.00010405984,0.000018425892],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006543289,0.000041228202,0.019092893,0.00045329926,0.00021178332,0.000006001579,0.00006333213,0.87075406,0.09681594,0.00009065628,0.00087999454,0.011584253],"study_design_scores_gemma":[0.0005605527,0.00006178905,0.23104505,0.00029865614,0.00007395819,0.000012466966,0.000016351181,0.704583,0.036492467,0.000005133224,0.026454816,0.00039576238],"about_ca_topic_score_codex":0.00007213476,"about_ca_topic_score_gemma":0.0000014920108,"teacher_disagreement_score":0.21195216,"about_ca_system_score_codex":0.000047934514,"about_ca_system_score_gemma":0.000022980308,"threshold_uncertainty_score":0.6954371},"labels":[],"label_agreement":null},{"id":"W2440601582","doi":"10.1007/s10518-016-9957-9","title":"Comprehensive nonlinear seismic ground response analysis of sensitive clays: case study—Leda clay in Ottawa, Canada","year":2016,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Borehole; Response analysis; Seismology; Shear modulus; Hydrogeology; Geotechnical engineering; Shear (geology); Frequency domain; Engineering; Structural engineering; Materials science; Petrology; Mathematics","score_opus":0.0068801142612807085,"score_gpt":0.19827887168272443,"score_spread":0.19139875742144372,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2440601582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9917183,0.00017349968,0.007269122,0.00008403348,0.0002140474,0.00023730412,0.00009074095,0.00014322554,0.00006971975],"genre_scores_gemma":[0.9986353,0.0000145054355,0.0011681294,0.00001594742,0.00003506833,0.000012458757,0.000005036841,0.000054996428,0.00005856719],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980961,0.00008412284,0.0007576976,0.00031170258,0.00032210434,0.00042825603],"domain_scores_gemma":[0.99811417,0.0010912713,0.000083874744,0.00045725782,0.000121013014,0.00013242893],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00031534387,0.00035085666,0.0007917694,0.00061345403,0.000026123824,0.0000112257285,0.00017208455,0.00014262454,0.00006311629],"category_scores_gemma":[0.0002046124,0.00031365265,0.00016757543,0.0008183463,0.000042781146,0.000031797532,0.00004930307,0.00028208183,0.0000023851958],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059602316,0.000037288308,0.00039638454,0.00008754876,0.00064080604,0.0011313555,0.00021535519,0.9892034,0.007034085,0.000018145922,0.00012352703,0.001052503],"study_design_scores_gemma":[0.004075718,0.00057239993,0.39721972,0.0004889425,0.0008619059,0.0007635616,0.0027820424,0.55223274,0.007340343,0.000007164675,0.03183442,0.0018210307],"about_ca_topic_score_codex":0.07534305,"about_ca_topic_score_gemma":0.040612917,"teacher_disagreement_score":0.43697065,"about_ca_system_score_codex":0.00015856286,"about_ca_system_score_gemma":0.00006562149,"threshold_uncertainty_score":0.9999316},"labels":[],"label_agreement":null},{"id":"W2468889346","doi":"10.1007/s10518-015-9832-0","title":"Probabilistic methods for the estimation of seismic Fa and Fv maps—application to Montreal","year":2015,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"","keywords":"Seismic microzonation; Hydrogeology; Probabilistic logic; Geology; Seismology; Statistics; Geotechnical engineering; Mathematics","score_opus":0.010961506785849265,"score_gpt":0.2473068038276469,"score_spread":0.23634529704179763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2468889346","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1826963,0.0004895424,0.8161273,0.00020441925,0.000058349025,0.00026049677,0.000007864267,0.000056675584,0.000099032724],"genre_scores_gemma":[0.93264,0.000024720212,0.06713132,0.000018354807,0.0000377047,0.000083727144,0.000007648169,0.000017323962,0.000039158178],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948186,0.0000073952892,0.00022082962,0.00009532213,0.00007445111,0.00012013518],"domain_scores_gemma":[0.99951005,0.00018300438,0.00003283083,0.00016694948,0.00005333145,0.00005385324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037023457,0.00009559431,0.00017141654,0.000075071985,0.000016026328,0.000008158053,0.000084840605,0.00003093926,0.0000037821371],"category_scores_gemma":[0.00015502915,0.000081030994,0.00004143837,0.00012616653,0.000013531099,0.000019615003,0.000016570493,0.000048470756,0.0000042276097],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053601293,0.000003871355,0.000011652018,0.00010669812,0.000025816165,3.7088597e-8,0.0001868569,0.85324776,0.00060952205,0.00007466522,0.00041564513,0.1453121],"study_design_scores_gemma":[0.00018144799,0.000030229145,0.001703578,0.00003072767,0.00004431172,0.0000017685338,0.000049556227,0.97187835,0.0018447362,0.000088875684,0.024063284,0.00008315448],"about_ca_topic_score_codex":0.00008694537,"about_ca_topic_score_gemma":0.0000030911021,"teacher_disagreement_score":0.74994373,"about_ca_system_score_codex":0.000014596041,"about_ca_system_score_gemma":0.0000070049578,"threshold_uncertainty_score":0.33043483},"labels":[],"label_agreement":null},{"id":"W2560654230","doi":"10.1007/s10518-016-0055-9","title":"Plastic hinge relocation in concrete structures using the double-slotted-beam system","year":2016,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; University of Calgary","keywords":"Hinge; Structural engineering; Plastic hinge; Tearing; Beam (structure); Joint (building); Rotation (mathematics); Transverse plane; Geology; Engineering; Computer science; Mechanical engineering","score_opus":0.011314016353206969,"score_gpt":0.19890463052982704,"score_spread":0.18759061417662007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2560654230","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98993915,0.00035121402,0.007891718,0.00004186621,0.0007859134,0.0002761843,0.000008124611,0.00056990585,0.00013590392],"genre_scores_gemma":[0.9980397,0.000017266222,0.0016823559,0.0000043457603,0.00012322862,0.00001966045,0.0000021733124,0.00008977975,0.00002144384],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986357,0.000015542992,0.00048980146,0.00020388646,0.0002622261,0.0003928178],"domain_scores_gemma":[0.9991138,0.00031720943,0.00008151973,0.00036242275,0.00005268717,0.00007238954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016990397,0.00027735255,0.00030335636,0.00018115497,0.000033097484,0.000029790666,0.00027955728,0.00013342904,0.000056089575],"category_scores_gemma":[0.00008899607,0.00019358503,0.00008184453,0.0002026246,0.000048696296,0.000068248,0.00004440675,0.00021420905,0.000015252772],"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":[0.000056669753,2.3602884e-7,0.00048556837,0.00039786022,0.00006522132,0.000029124969,0.00024327861,0.745799,0.24626476,0.0030156646,0.00012464907,0.003517992],"study_design_scores_gemma":[0.009264717,0.00022891069,0.09336893,0.0049910108,0.00027394472,0.00066458277,0.00068900816,0.30194086,0.5576193,0.000023307452,0.028004725,0.0029307196],"about_ca_topic_score_codex":0.000104578176,"about_ca_topic_score_gemma":0.000001344022,"teacher_disagreement_score":0.44385812,"about_ca_system_score_codex":0.00015783694,"about_ca_system_score_gemma":0.00001704322,"threshold_uncertainty_score":0.78941685},"labels":[],"label_agreement":null},{"id":"W2564114147","doi":"10.1007/s10518-018-0394-9","title":"Seismic performance of modular steel frames equipped with shape memory alloy braces","year":2018,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Residual; Shape-memory alloy; Structural engineering; Modular design; Braced frame; SMA*; Steel frame; Brace; Geology; Computer science; Engineering; Frame (networking); Mechanical engineering","score_opus":0.005626349277988884,"score_gpt":0.17810191217426175,"score_spread":0.17247556289627286,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2564114147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970332,0.00048403023,0.0012045824,0.000046086287,0.00012838129,0.00009539572,0.000008133799,0.00019581504,0.00080441317],"genre_scores_gemma":[0.99622166,0.00019442613,0.003051307,0.00003514589,0.00016723464,0.000009776382,0.000005080973,0.00005730343,0.00025807304],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987951,0.00000766695,0.00037758882,0.00019417252,0.0002762872,0.00034918686],"domain_scores_gemma":[0.99936616,0.000044483124,0.00007572903,0.0003445789,0.0000958846,0.00007313555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014026923,0.00024863353,0.00039875225,0.00020684779,0.000037998023,0.000013629787,0.00024088952,0.00009410103,0.0006236545],"category_scores_gemma":[0.00001874493,0.00023236973,0.00009225565,0.0002787838,0.00008796216,0.000084569714,0.00003846917,0.00017492883,0.00006943416],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027032771,0.000019669658,0.0014376214,0.00041302544,0.00017747385,0.0000026403322,0.00029391542,0.972485,0.01601028,0.000008345327,0.0003151898,0.008809781],"study_design_scores_gemma":[0.0003739108,0.0002322799,0.020098848,0.00029712493,0.00004118238,0.000009373897,0.00007319279,0.92298126,0.042700823,5.0370465e-7,0.0128991995,0.00029230455],"about_ca_topic_score_codex":0.000019629566,"about_ca_topic_score_gemma":0.000001902341,"teacher_disagreement_score":0.04950377,"about_ca_system_score_codex":0.00001484638,"about_ca_system_score_gemma":0.000015351241,"threshold_uncertainty_score":0.9475762},"labels":[],"label_agreement":null},{"id":"W2611256391","doi":"10.1007/s10518-017-0147-1","title":"Comparison of online model updating methods in pseudo-dynamic hybrid simulations of TADAS frames","year":2017,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Toronto","keywords":"Weighting; Basis (linear algebra); Component (thermodynamics); Moment (physics); Stiffness; Computer simulation; Frame (networking); Computer science; Online model; Structural engineering; Algorithm; Mathematics; Engineering; Simulation; Statistics","score_opus":0.027350377183595488,"score_gpt":0.3317798006777491,"score_spread":0.3044294234941536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2611256391","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75839037,0.00025750746,0.24028288,0.000036365775,0.00017241528,0.00014401892,0.000039852857,0.000052956362,0.0006236448],"genre_scores_gemma":[0.85127354,0.000014948501,0.14859872,0.0000016578589,0.000020008465,0.0000043461746,0.000011952662,0.00003634847,0.00003847779],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985253,0.00003108788,0.000906033,0.00013818064,0.00018228054,0.00021709134],"domain_scores_gemma":[0.9987652,0.00034625916,0.00026277028,0.00051716063,0.000057739653,0.00005089775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038446384,0.00018217495,0.0006531097,0.0001723914,0.00003297167,0.000013342097,0.0003061024,0.00008605468,0.000061918945],"category_scores_gemma":[0.00045753934,0.00020335228,0.0000952703,0.00006899951,0.00004105591,0.00004348937,0.000057633162,0.00020510494,0.0000025438044],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002560462,0.00004187697,0.0019207216,0.00048333785,0.000038084636,7.415609e-7,0.000367087,0.9807602,0.011513008,0.00011398045,0.000050576236,0.0047077793],"study_design_scores_gemma":[0.000290776,0.000020846208,0.012547578,0.00046923794,0.0000147851515,0.0000017816792,0.00009739635,0.97958916,0.0062691905,0.000023694254,0.00051774527,0.00015778872],"about_ca_topic_score_codex":0.00010475902,"about_ca_topic_score_gemma":0.000025108175,"teacher_disagreement_score":0.09288317,"about_ca_system_score_codex":0.000019050285,"about_ca_system_score_gemma":0.000017258728,"threshold_uncertainty_score":0.82924646},"labels":[],"label_agreement":null},{"id":"W2775763120","doi":"10.1007/s10518-017-0288-2","title":"Assessment of structural damage detection methods for steel structures using full-scale experimental data and nonlinear analysis","year":2017,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fonds de recherche du Québec – Nature et technologies; École Polytechnique Fédérale de Lausanne","keywords":"Structural engineering; Earthquake shaking table; Context (archaeology); Wavelet; Computer science; Downtime; Identification (biology); Nonlinear system; Data mining; Reliability engineering; Engineering; Geology; Artificial intelligence","score_opus":0.039055481530981775,"score_gpt":0.38765986430284205,"score_spread":0.3486043827718603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2775763120","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9193913,0.00034205633,0.07927159,0.0000070650663,0.00043516158,0.00028540895,0.000112216076,0.00013050601,0.000024711906],"genre_scores_gemma":[0.5636975,0.000007837732,0.43615785,7.680974e-7,0.000090630325,0.00000685566,0.000010033309,0.00002593991,0.0000025869622],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988377,0.000026725864,0.0004373713,0.00029008088,0.00015143846,0.00025664666],"domain_scores_gemma":[0.99859285,0.00013827678,0.00018920326,0.00092212565,0.00007444031,0.00008308262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036290966,0.00022921358,0.00047866494,0.00020960813,0.00014220172,0.000052365456,0.00044342395,0.0001172633,0.0000312946],"category_scores_gemma":[0.000109481894,0.00023971373,0.000092355884,0.00008893495,0.00006376952,0.00010284669,0.0002209354,0.00016644846,6.0092816e-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":[0.00005968886,0.00001627648,0.0061633135,0.0016265691,0.000897068,0.000002125432,0.00024606276,0.24731612,0.6637517,0.0001483917,0.000022877899,0.079749756],"study_design_scores_gemma":[0.00021915388,0.000058170743,0.2831898,0.000028151693,0.000111464426,0.000003864322,0.00003405261,0.6305042,0.0851109,0.000010201747,0.0005660075,0.00016405286],"about_ca_topic_score_codex":0.00010244538,"about_ca_topic_score_gemma":0.000012787914,"teacher_disagreement_score":0.5786408,"about_ca_system_score_codex":0.000046857906,"about_ca_system_score_gemma":0.000011797041,"threshold_uncertainty_score":0.9775242},"labels":[],"label_agreement":null},{"id":"W2791855067","doi":"10.1007/s10518-018-0338-4","title":"Improving total-building seismic performance using linear fluid viscous dampers","year":2018,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Clarendon Fund; University of Oxford","keywords":"Serviceability (structure); Structural engineering; Damper; Seismic retrofit; Eurocode; Retrofitting; Structural system; Earthquake resistant structures; Seismic analysis; Seismic loading; Engineering; Computer science; Civil engineering; Reinforced concrete","score_opus":0.0068422905722293845,"score_gpt":0.19693095484171236,"score_spread":0.19008866426948298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791855067","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93920535,0.00032070387,0.05917018,0.000024283432,0.00048343127,0.00009336498,0.0000057590373,0.00035043072,0.00034652074],"genre_scores_gemma":[0.9815966,0.00007658884,0.01743764,0.000049894166,0.00063221337,0.0000061430283,0.0000058007645,0.0000880097,0.00010710607],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984548,0.000008311082,0.00046477676,0.00026795425,0.0002487269,0.0005554376],"domain_scores_gemma":[0.9993401,0.00003207239,0.000067922425,0.00036484958,0.00008157273,0.00011346801],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00024417488,0.00031198672,0.00037084846,0.00029130295,0.000108153916,0.00003132523,0.00022395914,0.000118971766,0.00019499387],"category_scores_gemma":[0.000044590855,0.0003442367,0.00014445862,0.00035968446,0.00006330738,0.00012033535,0.00006741029,0.00023844127,0.00012644699],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000066351627,0.000008070548,0.0001606779,0.0001968555,0.00006759911,0.0000035757355,0.00013509546,0.87823266,0.11282004,0.000006400957,0.00019218885,0.00817022],"study_design_scores_gemma":[0.0002547008,0.00006555821,0.0007131851,0.00018836303,0.000045356857,0.000033854823,0.00004670157,0.93660873,0.05009994,4.474972e-7,0.011579392,0.00036374744],"about_ca_topic_score_codex":0.00006270424,"about_ca_topic_score_gemma":6.9111525e-7,"teacher_disagreement_score":0.0627201,"about_ca_system_score_codex":0.00006368951,"about_ca_system_score_gemma":0.00002170964,"threshold_uncertainty_score":0.99990094},"labels":[],"label_agreement":null},{"id":"W2799892525","doi":"10.1007/s10518-018-0373-1","title":"Response surface analysis and optimization of controlled rocking steel braced frames","year":2018,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Faculty of Engineering and Architectural Science, Ryerson University; National Science Foundation","keywords":"Structural engineering; Stiffness; Dissipation; Seismic analysis; Fuse (electrical); Strain hardening exponent; Response surface methodology; Geotechnical engineering; Geology; Engineering; Materials science; Computer science; Composite material","score_opus":0.004526189446608251,"score_gpt":0.1911020021921887,"score_spread":0.18657581274558044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799892525","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8825074,0.00045167876,0.116620764,0.0000558911,0.000053048487,0.000078212724,0.0000057048096,0.0000914152,0.00013589495],"genre_scores_gemma":[0.9854668,0.000113697104,0.014223637,0.000014812729,0.00003646608,0.000003241441,0.000004588323,0.00002340682,0.000113361086],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909586,0.000026541496,0.0003949232,0.00014149734,0.00015706015,0.00018414554],"domain_scores_gemma":[0.99934345,0.00022244391,0.00008169201,0.00020596047,0.00009483165,0.000051642008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004065666,0.00015377211,0.0005204178,0.00032353873,0.000030746254,0.00001615346,0.00008952791,0.00007845822,0.00023815637],"category_scores_gemma":[0.00015412028,0.00015679582,0.00014265737,0.00054210017,0.000037947353,0.00004043336,0.000023335782,0.00008405517,0.0000052815017],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014078536,0.00000775548,0.0009967161,0.000036276742,0.000564434,7.763331e-7,0.00018622998,0.98636127,0.011109031,0.0000067463334,0.00006513638,0.00052487064],"study_design_scores_gemma":[0.0009467112,0.000057112447,0.011618363,0.00005888772,0.0002986189,0.000001203349,0.000069192305,0.97213376,0.01290078,5.751697e-7,0.0017549044,0.00015989221],"about_ca_topic_score_codex":0.000023639237,"about_ca_topic_score_gemma":0.000002847643,"teacher_disagreement_score":0.1029594,"about_ca_system_score_codex":0.000010794214,"about_ca_system_score_gemma":0.000007377762,"threshold_uncertainty_score":0.6393948},"labels":[],"label_agreement":null},{"id":"W2885685529","doi":"10.1007/s10518-018-0439-0","title":"Application of an in-plane/out-of-plane interaction model for URM infill walls to dynamic seismic analysis of RC frame buildings","year":2018,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Infill; Unreinforced masonry building; Masonry; Structural engineering; Plane (geometry); Geology; Cracking; Geotechnical engineering; Engineering; Materials science; Geometry; Mathematics; Composite material","score_opus":0.0060208878864885075,"score_gpt":0.22141538991066909,"score_spread":0.2153945020241806,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2885685529","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76747984,0.000020553965,0.23211579,0.000022287262,0.000059018555,0.00015414279,0.000067144305,0.000032823074,0.000048397753],"genre_scores_gemma":[0.9836607,0.00001031839,0.01614779,0.000008659388,0.000025920785,0.000018438084,0.0000846596,0.00002180256,0.000021686323],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889696,0.000009219619,0.0005769334,0.00019249217,0.00014772355,0.00017667527],"domain_scores_gemma":[0.99931043,0.000090052155,0.00014580258,0.00027568624,0.00012060184,0.000057448808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001719241,0.00016508446,0.0005112632,0.00055429066,0.000011002308,0.0000051576594,0.0001751933,0.00009935797,0.00007936444],"category_scores_gemma":[0.000049613347,0.00017901137,0.0001464662,0.0004886998,0.000025878142,0.000044542623,0.000021591977,0.00009815594,0.0000024391957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040361287,0.000007695311,0.00015255125,0.00017535052,0.0002503362,1.4698888e-7,0.00041651414,0.8945179,0.098862834,0.00009856396,0.000010359856,0.005467357],"study_design_scores_gemma":[0.00016326227,0.00009592405,0.0032395946,0.00006256254,0.00023136992,6.250496e-7,0.000043511216,0.973741,0.021293018,0.000014064127,0.00095977285,0.00015527368],"about_ca_topic_score_codex":0.00019543049,"about_ca_topic_score_gemma":0.00011239658,"teacher_disagreement_score":0.21618089,"about_ca_system_score_codex":0.000025201092,"about_ca_system_score_gemma":0.00000590135,"threshold_uncertainty_score":0.7299872},"labels":[],"label_agreement":null},{"id":"W2891527043","doi":"10.1007/s10518-018-0467-9","title":"Seismic analysis of multi-storey timber buildings braced with a CLT core and perimeter shear-walls","year":2018,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Cross laminated timber; Shear wall; Structural engineering; Braced frame; Shear (geology); Seismic analysis; Engineering; Structural system; Geology; Geotechnical engineering; Frame (networking)","score_opus":0.013615933951534737,"score_gpt":0.20196195952953402,"score_spread":0.1883460255779993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891527043","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99393207,0.0007127225,0.0046399534,0.0000322123,0.000060748636,0.00012791331,0.000013781622,0.00013041704,0.000350205],"genre_scores_gemma":[0.9814936,0.000032344975,0.017997904,0.000010563574,0.00003758788,0.000009683997,0.0000074394043,0.00004718041,0.00036372428],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991821,0.0000079096035,0.00025366413,0.00018632696,0.00014041578,0.0002295531],"domain_scores_gemma":[0.9995332,0.000059457536,0.000045887857,0.00021816615,0.00007129223,0.00007199548],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009497247,0.00022044774,0.0004140484,0.00026111642,0.000027413576,0.000017623246,0.000084556326,0.00007633594,0.0002841852],"category_scores_gemma":[0.000020598354,0.00018676197,0.00009230991,0.0003013781,0.0000803816,0.00003419793,0.000028806582,0.00009613061,0.000016664148],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017732909,0.0001129882,0.03485948,0.0004546338,0.004969494,0.000015464313,0.003470494,0.9236679,0.026982604,0.00006732185,0.0012729552,0.003949314],"study_design_scores_gemma":[0.0018312355,0.0006737012,0.21318744,0.0003157928,0.0012726329,0.000019106774,0.0001249018,0.70252186,0.047723137,0.0000013160192,0.031582,0.0007468464],"about_ca_topic_score_codex":0.00010039959,"about_ca_topic_score_gemma":0.000017240729,"teacher_disagreement_score":0.22114603,"about_ca_system_score_codex":0.000013659049,"about_ca_system_score_gemma":0.000006267735,"threshold_uncertainty_score":0.7615932},"labels":[],"label_agreement":null},{"id":"W2892078368","doi":"10.1007/s10518-018-0477-7","title":"Seismic performance of reinforced concrete frames retrofitted using external superelastic shape memory alloy bars","year":2018,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Residual; Roof; Shape-memory alloy; Reduction (mathematics); Frame (networking); Beam (structure); Incremental Dynamic Analysis; Seismic analysis; Reinforced concrete; Geology; Geotechnical engineering; Materials science; Engineering; Computer science; Composite material; Mathematics; Geometry","score_opus":0.007770106690920187,"score_gpt":0.19001523993898245,"score_spread":0.18224513324806227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2892078368","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936727,0.00031666816,0.0050633475,0.000013962214,0.00032814982,0.00009631112,0.000008471017,0.00018029532,0.00032007412],"genre_scores_gemma":[0.99402076,0.00013680442,0.0053158505,0.000041941585,0.00024532079,0.000004703309,0.0000059610893,0.0000640711,0.00016459156],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984456,0.000011592127,0.00061127444,0.00020528583,0.0003016958,0.0004245682],"domain_scores_gemma":[0.99925953,0.00007788172,0.00009724873,0.0003444986,0.00011998151,0.0001008638],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00021876868,0.0002851672,0.00047832733,0.00027140585,0.000051640513,0.000016342263,0.0002627154,0.00014430907,0.0008227724],"category_scores_gemma":[0.00006715543,0.00030752676,0.0001596146,0.00030023677,0.000107556996,0.00009629565,0.000051505034,0.0002564787,0.00006887469],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025612655,0.0000013924855,0.000874267,0.00028521565,0.000110928595,0.0000029605926,0.00019409815,0.91165674,0.085570365,0.000011363704,0.00015793633,0.0011091437],"study_design_scores_gemma":[0.00039379956,0.00012406567,0.004948183,0.00045467797,0.00006155837,0.00001830851,0.000050953327,0.9366815,0.05535613,2.9911826e-7,0.0016193775,0.00029111517],"about_ca_topic_score_codex":0.000045684916,"about_ca_topic_score_gemma":2.5271586e-7,"teacher_disagreement_score":0.03021423,"about_ca_system_score_codex":0.000035130048,"about_ca_system_score_gemma":0.000023244242,"threshold_uncertainty_score":0.99993765},"labels":[],"label_agreement":null},{"id":"W2896329539","doi":"10.1007/s10518-018-0500-z","title":"Rapid seismic assessment of two four-storey R.C. test buildings","year":2018,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Computer science; Seismic analysis; Structural engineering; Earthquake simulation; Simple (philosophy); Hydrogeology; Scale (ratio); Civil engineering; Engineering; Geotechnical engineering; Geography","score_opus":0.009388566046414384,"score_gpt":0.21796149998296308,"score_spread":0.2085729339365487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896329539","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96294975,0.00032792107,0.032276474,0.000085476175,0.00029888513,0.00009305101,0.000014737964,0.00022024401,0.0037334522],"genre_scores_gemma":[0.98646724,0.00014196821,0.012827199,0.00004152571,0.00028020606,0.000009172346,0.000005726655,0.000049243186,0.00017773542],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99880147,0.0000072560497,0.00044748062,0.00017843978,0.00024108705,0.0003242566],"domain_scores_gemma":[0.999312,0.00011262987,0.000077657336,0.00032088027,0.00009549544,0.00008136682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026402075,0.00021818522,0.00037766772,0.00023665756,0.000032695047,0.0000131343995,0.00022218587,0.00006838193,0.00062921655],"category_scores_gemma":[0.000055858363,0.00023234809,0.00014534288,0.00028709788,0.000058868427,0.00004470823,0.00004086623,0.00017132545,0.000052090098],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008633528,0.000100971694,0.009541995,0.00064893666,0.00042095673,0.0000135811615,0.00034415847,0.8408139,0.08822583,0.00045403387,0.011713654,0.04771337],"study_design_scores_gemma":[0.0007048727,0.00018305767,0.022533577,0.00025196318,0.00007419967,0.0000148691415,0.000034586566,0.75299674,0.033902414,0.0000071854947,0.18889943,0.0003971297],"about_ca_topic_score_codex":0.000045955512,"about_ca_topic_score_gemma":0.0000018097456,"teacher_disagreement_score":0.17718577,"about_ca_system_score_codex":0.00003267776,"about_ca_system_score_gemma":0.0000179558,"threshold_uncertainty_score":0.947488},"labels":[],"label_agreement":null},{"id":"W3009668259","doi":"10.1007/s10518-020-00812-4","title":"Seismic vulnerability and loss assessment of an isolated simply-supported highway bridge retrofitted with optimized superelastic shape memory alloy cable restrainers","year":2020,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Fundamental Research Funds for the Central Universities; Natural Sciences and Engineering Research Council of Canada; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Fragility; Structural engineering; SMA*; Bridge (graph theory); Context (archaeology); Engineering; Geology; Computer science","score_opus":0.00956645674932538,"score_gpt":0.2105429384698641,"score_spread":0.20097648172053872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3009668259","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9855148,0.000072608374,0.013399339,0.00030897761,0.0000504403,0.00019867692,0.000039362196,0.00030898183,0.000106801184],"genre_scores_gemma":[0.9924352,0.00007242903,0.0071904603,0.000079999816,0.000052705167,0.000012932549,0.00006684912,0.000067745386,0.000021667383],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983811,0.00003520931,0.0005752224,0.0003518018,0.00027854252,0.00037812485],"domain_scores_gemma":[0.9991525,0.00010553123,0.00008805921,0.0003161978,0.0000978575,0.00023986145],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00025823075,0.00032461062,0.0006485197,0.0001351649,0.000054840195,0.000021459433,0.00018448528,0.00012180409,0.00036728935],"category_scores_gemma":[0.00006772183,0.0003162656,0.00009090402,0.00037381364,0.00007709984,0.000109140696,0.00005054608,0.00035444734,0.0000035254434],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006515624,0.00002879068,0.0017922553,0.00037856976,0.00021133463,0.000024493873,0.0002893133,0.9893939,0.007188568,0.0000039052393,0.0001835339,0.00044020792],"study_design_scores_gemma":[0.0013266916,0.00029231008,0.051730603,0.00009331117,0.00010794613,0.000016895949,0.00008666365,0.9439528,0.0012932671,3.972427e-7,0.00077516376,0.0003239442],"about_ca_topic_score_codex":0.00013484497,"about_ca_topic_score_gemma":0.0000026601983,"teacher_disagreement_score":0.04993835,"about_ca_system_score_codex":0.000030305873,"about_ca_system_score_gemma":0.000042448493,"threshold_uncertainty_score":0.99992895},"labels":[],"label_agreement":null},{"id":"W3035184664","doi":"10.1007/s10518-020-00884-2","title":"Evaluation of amplitude-scaled and spectrum-matched motions to estimate ground-motion amplification factors","year":2020,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Fundamental Research Funds for the Central Universities; Natural Sciences and Engineering Research Council of Canada","keywords":"Amplitude; Ground motion; Bedrock; Response spectrum; Geodesy; Hydrogeology; Spectrum (functional analysis); Physics; Acoustics; Geology; Seismology; Optics; Geotechnical engineering","score_opus":0.02315855378052797,"score_gpt":0.24429862011473388,"score_spread":0.2211400663342059,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035184664","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80560595,0.000117241725,0.19362657,0.00026256865,0.000047463265,0.00014130338,0.000006540175,0.00010740682,0.00008495693],"genre_scores_gemma":[0.99760157,0.00002008912,0.002261231,0.000012899013,0.000039339313,0.000013749625,0.000023465956,0.000022803159,0.000004867817],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99905497,0.00001531525,0.00031792297,0.00015533417,0.0003077053,0.00014873488],"domain_scores_gemma":[0.99959296,0.000031315438,0.000048238675,0.0001436686,0.00008708049,0.00009674935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031181658,0.00013805125,0.00023830107,0.00012302672,0.000023613655,0.000015065343,0.00007677878,0.000049741775,0.00012042714],"category_scores_gemma":[0.000115608134,0.00015046365,0.000058844813,0.00025441055,0.000014679517,0.000046804107,0.000017967599,0.00008037775,0.000018598565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021517005,0.000010569932,0.0006313444,0.00010484929,0.000060890176,1.3966307e-7,0.00074278814,0.9753638,0.014525053,0.00008691068,0.00003908947,0.008432447],"study_design_scores_gemma":[0.00029739487,0.00004236112,0.22499584,0.00006427268,0.00014240733,0.0000010267323,0.00015855084,0.7630392,0.010297704,0.000022568907,0.00076015195,0.00017857584],"about_ca_topic_score_codex":0.00003277392,"about_ca_topic_score_gemma":0.0000041227745,"teacher_disagreement_score":0.22436449,"about_ca_system_score_codex":0.000040602332,"about_ca_system_score_gemma":0.000010462625,"threshold_uncertainty_score":0.61357296},"labels":[],"label_agreement":null},{"id":"W3118706901","doi":"10.1007/s10518-020-01031-7","title":"Seismic force-modification factors for mid-rise wood-frame buildings with shearwalls using wood screws","year":2021,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations","funders":"","keywords":"Structural engineering; Seismic loading; Shear wall; Seismic analysis; Geotechnical engineering; Ductility (Earth science); Seismic hazard; Low-rise; Engineering; Geology; Materials science; Civil engineering; Creep; Composite material","score_opus":0.01362229376970513,"score_gpt":0.21633400288248614,"score_spread":0.202711709112781,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3118706901","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8632724,0.00055426557,0.13544245,0.00008432478,0.00013700833,0.00016811959,0.000023136552,0.00020233015,0.000115927534],"genre_scores_gemma":[0.9789589,0.00008928575,0.020439006,0.000032487627,0.00012443453,0.000024658946,0.00004456599,0.00009060324,0.00019604308],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986237,0.000009066746,0.0004039995,0.0002995457,0.00022008798,0.00044355323],"domain_scores_gemma":[0.99922633,0.00011254841,0.00007581971,0.00035010275,0.000121746205,0.00011347995],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00014750694,0.00029966503,0.00042043795,0.00020115626,0.00006979275,0.000054955595,0.00017180244,0.0001314544,0.000101981765],"category_scores_gemma":[0.00006872243,0.0003037175,0.00018517388,0.00035569005,0.000024316221,0.000092911454,0.000030226574,0.0001959866,0.0000120455],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010297552,0.000020305373,0.00028203084,0.00026367288,0.00014888476,0.000002931117,0.00022582823,0.95736927,0.040040396,0.000036921723,0.0002354704,0.001364007],"study_design_scores_gemma":[0.00084330875,0.0000678008,0.0020624625,0.00037227973,0.00016828548,0.000022507256,0.00043400138,0.795875,0.1448878,0.000008625538,0.054660782,0.0005971584],"about_ca_topic_score_codex":0.000041213574,"about_ca_topic_score_gemma":0.0000025737713,"teacher_disagreement_score":0.16149427,"about_ca_system_score_codex":0.000058942962,"about_ca_system_score_gemma":0.000033947024,"threshold_uncertainty_score":0.99994147},"labels":[],"label_agreement":null},{"id":"W3162181721","doi":"10.1007/s10518-021-01117-w","title":"The Mw5.4 Zagreb (Croatia) earthquake of March 22, 2020: impacts and response","year":2021,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geological Survey of Canada","funders":"","keywords":"Downtown; Masonry; Context (archaeology); Vulnerability (computing); Unreinforced masonry building; Euros; Forensic engineering; Environmental planning; Geography; Vulnerability assessment; Civil engineering; Engineering; Computer science; Computer security; Archaeology","score_opus":0.004733154522817976,"score_gpt":0.18591320492918686,"score_spread":0.1811800504063689,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3162181721","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99398667,0.004389559,0.00019637158,0.0005450461,0.00016172678,0.00008611257,0.00002246453,0.000088278844,0.00052378455],"genre_scores_gemma":[0.9972161,0.00086407445,0.0011703927,0.0000140768925,0.00006962263,0.000002999346,0.000006017334,0.000031988817,0.00062473776],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99873006,0.00007251126,0.00042579728,0.00019589163,0.00024416155,0.00033158174],"domain_scores_gemma":[0.9987193,0.0006249697,0.00006194925,0.00037129826,0.000103232815,0.00011929425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043614753,0.0002130184,0.00034456706,0.00006740671,0.00007154217,0.000037490576,0.00016147371,0.00008966463,0.0006027962],"category_scores_gemma":[0.00042284516,0.00018209747,0.00014558894,0.00030082656,0.00006997347,0.000029468169,0.000078669334,0.00022730646,0.000012736834],"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":[0.0009788733,0.000043642867,0.0030906806,0.0024813327,0.001992865,0.00035866033,0.0021402931,0.49449342,0.32246083,0.0034282112,0.011996977,0.1565342],"study_design_scores_gemma":[0.001710545,0.0002966394,0.5242537,0.00061697816,0.00023742137,0.00027344117,0.00092549727,0.07417619,0.07733407,0.000062347055,0.3188908,0.001222326],"about_ca_topic_score_codex":0.000019570734,"about_ca_topic_score_gemma":0.000011044502,"teacher_disagreement_score":0.52116305,"about_ca_system_score_codex":0.000012631358,"about_ca_system_score_gemma":0.000027233553,"threshold_uncertainty_score":0.74257195},"labels":[],"label_agreement":null},{"id":"W3167197891","doi":"10.1007/s10518-021-01131-y","title":"Correction to: An improved cable-cylinder bracing system with quarter-ring yielding devices for seismic retrofit of steel moment frames","year":2021,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bracing; Moment (physics); Quarter (Canadian coin); Structural engineering; Seismic retrofit; Engineering; Geology; Ring (chemistry); Seismology; Geography; Physics; Reinforced concrete; Brace; Archaeology; Classical mechanics","score_opus":0.006506940776429642,"score_gpt":0.19515653367734168,"score_spread":0.18864959290091204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3167197891","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39556473,0.0001479901,0.60313773,0.000037129757,0.000567857,0.0001551565,0.000009346489,0.00024831115,0.00013173123],"genre_scores_gemma":[0.9763324,0.000005096891,0.0232881,0.00001342257,0.00010549739,0.000038339258,0.000017909639,0.00006512781,0.00013406311],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987239,0.00001430745,0.0004819469,0.00027753497,0.00019422815,0.0003080492],"domain_scores_gemma":[0.99916077,0.00016199869,0.000086425076,0.00029513022,0.00017082342,0.00012484475],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017015888,0.0002556808,0.0004436506,0.00021849816,0.000049987015,0.000045821973,0.00011175129,0.00009145688,0.000044507964],"category_scores_gemma":[0.00006126989,0.00026527152,0.00011670735,0.00033280035,0.000009603112,0.000077568715,0.000019066878,0.00017118656,0.0000019680936],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016417145,0.000007153623,0.00014058662,0.0007787472,0.0001507975,0.0000022719194,0.0002840367,0.96876264,0.026583556,0.00008972836,0.000105028186,0.0030790686],"study_design_scores_gemma":[0.00036791063,0.00013952945,0.0036731444,0.00064456137,0.00006418023,0.000020060555,0.0014429215,0.9349033,0.05717123,3.4936616e-7,0.0012784688,0.00029433583],"about_ca_topic_score_codex":0.000112173315,"about_ca_topic_score_gemma":0.000042827185,"teacher_disagreement_score":0.5807677,"about_ca_system_score_codex":0.0000793918,"about_ca_system_score_gemma":0.000021312198,"threshold_uncertainty_score":0.99998},"labels":[],"label_agreement":null},{"id":"W3173343490","doi":"10.1007/s10518-021-01157-2","title":"Energy-based seismic design for self-centering concrete frames","year":2021,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Shanghai Municipal Commission of Economy and Informatization; China Scholarship Council; National Natural Science Foundation of China","keywords":"Structural engineering; Displacement (psychology); Seismic analysis; Deformation (meteorology); Electron backscatter diffraction; Seismic energy; Residual; Engineering; Computer science; Geology; Diffraction; Optics","score_opus":0.00824061963081557,"score_gpt":0.18314226699677585,"score_spread":0.17490164736596028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3173343490","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17597793,0.001279437,0.82153666,0.00014439881,0.00027513364,0.00008556536,0.000017163005,0.00046198777,0.00022170358],"genre_scores_gemma":[0.9315735,0.00015100466,0.06772946,0.00016426407,0.00013043599,0.00004525403,0.000026042646,0.00006500472,0.00011504016],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99896675,0.000012668503,0.00032362208,0.00020263625,0.00014197383,0.00035233755],"domain_scores_gemma":[0.9993741,0.0001747804,0.000037899263,0.00025456602,0.0000772111,0.0000814426],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00014326994,0.00021994073,0.00033192386,0.0001255343,0.000042503365,0.00003028195,0.00013231575,0.000097619646,0.00014460618],"category_scores_gemma":[0.00003804161,0.00025643417,0.00019536713,0.00018405814,0.000011628921,0.00003187092,0.000020188276,0.00011013106,0.000015410327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000072166476,0.0000063103134,0.000030404148,0.00026181736,0.00014544968,0.000010951122,0.000045447974,0.9848172,0.009604287,0.0000634535,0.0020798573,0.0029276158],"study_design_scores_gemma":[0.00042389423,0.000026390844,0.00007104069,0.00011318712,0.000043622673,0.0000053331073,0.000019225941,0.71948683,0.081310414,0.0000047736867,0.19827819,0.00021712545],"about_ca_topic_score_codex":0.0000069524667,"about_ca_topic_score_gemma":3.3917246e-7,"teacher_disagreement_score":0.75559556,"about_ca_system_score_codex":0.000029740664,"about_ca_system_score_gemma":0.000031863434,"threshold_uncertainty_score":0.9999888},"labels":[],"label_agreement":null},{"id":"W3196011757","doi":"10.1007/s10518-021-01202-0","title":"Shake-table response simulation of a URM building specimen using discrete micro-models with varying degrees of detail","year":2021,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Masonry and Concrete Structural 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":"McGill University","funders":"Laboratório Nacional de Engenharia Civil; Università degli Studi di Pavia; Centro Europeo di Formazione e Ricerca in Ingegneria Sismica","keywords":"Earthquake shaking table; Unreinforced masonry building; Masonry; Scale (ratio); Computer science; Structural engineering; Shake; Function (biology); Engineering; Mechanical engineering; Physics","score_opus":0.012806617965955816,"score_gpt":0.2056307995335243,"score_spread":0.1928241815675685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3196011757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93320084,0.00079259026,0.0655165,0.000016830249,0.000049827242,0.00008631093,0.000020666019,0.00006106308,0.00025538652],"genre_scores_gemma":[0.9319162,0.00002245274,0.06790883,0.0000022421968,0.000036726564,0.0000022323823,0.0000064256787,0.000041454598,0.0000634648],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99871194,0.000041601637,0.0005145927,0.00021450118,0.00024846976,0.00026886785],"domain_scores_gemma":[0.9990993,0.0002553569,0.00013223628,0.00029132018,0.00015673619,0.00006502581],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002349878,0.00022742023,0.0004921538,0.00015912352,0.000035076773,0.000017414846,0.00013308926,0.00008153418,0.00026104908],"category_scores_gemma":[0.0000960353,0.00022626416,0.00013508217,0.0004265323,0.000039929542,0.00008865472,0.00005198836,0.00014435987,8.8213693e-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":[0.00009844626,0.0000032149187,0.00013406774,0.00023715536,0.00014311631,0.000009597484,0.00013147206,0.7507529,0.24801497,0.00010614709,0.0000022390975,0.00036663728],"study_design_scores_gemma":[0.00036290483,0.000040065155,0.0012404803,0.00040324102,0.00010744888,0.0000149098505,0.000058631515,0.85933334,0.13771148,0.000008413315,0.00048752013,0.00023158346],"about_ca_topic_score_codex":0.000043837692,"about_ca_topic_score_gemma":0.0000028013071,"teacher_disagreement_score":0.110303484,"about_ca_system_score_codex":0.000027525122,"about_ca_system_score_gemma":0.000030420963,"threshold_uncertainty_score":0.9226785},"labels":[],"label_agreement":null},{"id":"W3205324705","doi":"10.1007/s10518-021-01241-7","title":"Assessment of SSI effects on stiffness of single and grouped helical piles in dry sand from large shake table tests","year":2021,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Pile; Geotechnical engineering; Stiffness; Earthquake shaking table; Natural frequency; Geology; Hydrogeology; Structural engineering; Engineering; Vibration","score_opus":0.005673078800439333,"score_gpt":0.19616478225357722,"score_spread":0.1904917034531379,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205324705","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99159986,0.0010423916,0.006602349,0.000022433795,0.00021035048,0.00012149803,0.000044530672,0.00011229288,0.00024428853],"genre_scores_gemma":[0.99580675,0.00008602444,0.00397072,0.0000071016175,0.000034007353,0.000014587045,0.00001753546,0.000047772857,0.000015475978],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9987548,0.000024455394,0.00045639774,0.00023167743,0.00023542586,0.00029724746],"domain_scores_gemma":[0.99897856,0.0005445175,0.000049741742,0.00028626405,0.00005186967,0.00008903602],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020519788,0.0002222624,0.0005526759,0.00012958894,0.000011485905,0.000010917677,0.000108714186,0.00016806932,0.000043572927],"category_scores_gemma":[0.0003000357,0.00024843955,0.00006828687,0.00024175229,0.0000149299885,0.000020652027,0.000066543944,0.00028545188,0.000001581689],"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":[0.000014762817,0.00029999315,0.0008532575,0.0018058302,0.00008948431,0.00005191725,0.00009933843,0.6983957,0.2880098,0.0015222438,0.0000554704,0.008802197],"study_design_scores_gemma":[0.0025111118,0.00028559263,0.4741179,0.0025653387,0.000052818337,0.00000586319,0.00005330427,0.35946,0.15672994,0.00006895426,0.0035558771,0.00059330586],"about_ca_topic_score_codex":0.000038116916,"about_ca_topic_score_gemma":0.000009305044,"teacher_disagreement_score":0.47326463,"about_ca_system_score_codex":0.000025831247,"about_ca_system_score_gemma":0.000017372897,"threshold_uncertainty_score":0.9999968},"labels":[],"label_agreement":null},{"id":"W3211746915","doi":"10.1007/s10518-021-01257-z","title":"Correction to: Assessment of SSI effects on stiffness of single and grouped helical piles in dry sand from large shake table tests","year":2021,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Earthquake shaking table; Geotechnical engineering; Table (database); Hydrogeology; Shake; Stiffness; Geology; Statistics; Engineering; Structural engineering; Mathematics; Computer science; Data mining; Mechanical engineering","score_opus":0.005352608961023451,"score_gpt":0.2006441825814852,"score_spread":0.19529157362046173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211746915","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98331696,0.0004234558,0.015071056,0.000024662037,0.00066886283,0.00014116317,0.000027586435,0.00011432434,0.00021193802],"genre_scores_gemma":[0.9966366,0.00004147866,0.0031714307,0.000008817758,0.000038602488,0.000017865308,0.000013994876,0.000041556836,0.000029648478],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988878,0.00002267766,0.00039938634,0.00022113684,0.00021005784,0.00025896772],"domain_scores_gemma":[0.9989995,0.00057286,0.00004072247,0.00023627083,0.00005553201,0.00009510967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018830322,0.00019551087,0.0004617463,0.00014422239,0.000011940482,0.000010928146,0.00008513539,0.00012513254,0.000031761792],"category_scores_gemma":[0.00045750526,0.00022402033,0.00005601813,0.00028757786,0.000008740952,0.00001876909,0.00005616157,0.00026126727,0.0000019768793],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014699668,0.00016769081,0.0004334826,0.0006517987,0.00004136385,0.000017691133,0.00008718378,0.79071534,0.19704002,0.00025798837,0.00016471054,0.010408044],"study_design_scores_gemma":[0.001458821,0.00032876106,0.3432642,0.0025281713,0.00003521427,0.000005061308,0.000051642106,0.48332235,0.16513349,0.000021088095,0.0034047603,0.00044645503],"about_ca_topic_score_codex":0.00006419793,"about_ca_topic_score_gemma":0.000020830523,"teacher_disagreement_score":0.34283072,"about_ca_system_score_codex":0.000033862725,"about_ca_system_score_gemma":0.0000156011,"threshold_uncertainty_score":0.9135284},"labels":[],"label_agreement":null},{"id":"W3214620769","doi":"10.1007/s10518-021-01258-y","title":"Hazard-consistent seismic losses and collapse capacities for light-frame wood buildings in California and Cascadia","year":2021,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","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":"National Science Foundation of Sri Lanka; National Science Foundation","keywords":"Subduction; Seismic hazard; Seismology; Ground motion; Geology; Hydrogeology; Hazard; Frame (networking); Geotechnical engineering; Engineering; Tectonics","score_opus":0.0060135437650624835,"score_gpt":0.17894558384819148,"score_spread":0.17293204008312899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214620769","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930623,0.004583461,0.0014877644,0.00042988543,0.000096897376,0.000104147184,0.00006186207,0.00007392042,0.00009972676],"genre_scores_gemma":[0.9957751,0.0007943037,0.0030726818,0.00007806628,0.000059500548,0.000029229306,0.000009322532,0.000034998942,0.00014678208],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.999086,0.000006917465,0.00030209063,0.00019933525,0.00009366676,0.00031199676],"domain_scores_gemma":[0.9995839,0.000113993745,0.000028340432,0.00014487424,0.000046984598,0.00008187921],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014523712,0.00018937918,0.0003564983,0.00010388947,0.000037429512,0.00003880217,0.000055214114,0.00009316272,0.000029993875],"category_scores_gemma":[0.00009086696,0.00020855013,0.00006935175,0.00015597166,0.00003711708,0.000035889832,0.000033863085,0.0001300428,0.00000458662],"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":[0.00006007151,0.00010212192,0.010886925,0.005160827,0.00079561863,0.00017439101,0.0061549586,0.89587694,0.04577557,0.00058809627,0.008095558,0.026328916],"study_design_scores_gemma":[0.00223672,0.000100050616,0.011931209,0.0009361575,0.00014782621,0.00021899857,0.0028400938,0.3639572,0.04740755,0.000059827526,0.56913203,0.0010323649],"about_ca_topic_score_codex":0.000052827625,"about_ca_topic_score_gemma":0.00004300712,"teacher_disagreement_score":0.56103647,"about_ca_system_score_codex":0.000024163279,"about_ca_system_score_gemma":0.000015073479,"threshold_uncertainty_score":0.85044277},"labels":[],"label_agreement":null},{"id":"W335833848","doi":"10.1007/s10518-015-9774-6","title":"System identification and model calibration of multi-story buildings through estimation of vibration time histories at non-instrumented floors","year":2015,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Vibration; Stiffness; Calibration; Structural engineering; Identification (biology); System identification; Mode (computer interface); Beam (structure); Computer science; Engineering; Acoustics; Mathematics; Physics; Data mining; Statistics","score_opus":0.014985893091321738,"score_gpt":0.2286057551375606,"score_spread":0.21361986204623887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W335833848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8100983,0.00022156174,0.18886386,0.000028864732,0.00024649498,0.00024100048,0.0000135379105,0.00026158104,0.000024834555],"genre_scores_gemma":[0.8755449,0.000014364542,0.12430648,0.0000011097283,0.000024783085,0.000018847206,0.000020097359,0.000030516718,0.00003887374],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989867,0.000016996642,0.0005150169,0.00014020884,0.00021413267,0.00012694327],"domain_scores_gemma":[0.9994197,0.00004358558,0.00018692458,0.00019020755,0.000105604944,0.000053989163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024347138,0.00014949396,0.00026230674,0.00012406851,0.000028132168,0.0000071532922,0.00008000319,0.00011016364,0.0000029829794],"category_scores_gemma":[0.00009262015,0.0001734535,0.000033247692,0.000106641244,0.000034517452,0.00013855973,0.000029966262,0.000085329986,0.0000014319538],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018350689,0.0000065729673,0.00008140696,0.001095179,0.000016443448,2.2683116e-7,0.0012311002,0.94343656,0.05180116,0.00028601565,0.00033516905,0.0016918301],"study_design_scores_gemma":[0.00024449875,0.000035936788,0.001806748,0.0002109371,0.000015289997,0.0000033068225,0.000046939516,0.86126834,0.13609043,0.000007813173,0.0001595882,0.000110152534],"about_ca_topic_score_codex":0.000056128232,"about_ca_topic_score_gemma":9.302889e-7,"teacher_disagreement_score":0.08428927,"about_ca_system_score_codex":0.00020160362,"about_ca_system_score_gemma":0.000018478628,"threshold_uncertainty_score":0.7073229},"labels":[],"label_agreement":null},{"id":"W4206398099","doi":"10.1007/s10518-021-01313-8","title":"Stability of wide-flange columns in steel moment-resisting frames: evaluation of the Canadian seismic design requirements","year":2022,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flange; Structural engineering; Column (typography); Buckling; Seismic analysis; Moment (physics); Stability (learning theory); Seismic hazard; Limiting; Square (algebra); Engineering; Computer science; Mathematics; Civil engineering; Mechanical engineering; Geometry; Connection (principal bundle)","score_opus":0.03269135560190691,"score_gpt":0.22114611621513255,"score_spread":0.18845476061322564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206398099","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978749,0.00030754585,0.000779618,0.00010717412,0.00013954849,0.00031699412,0.000031606614,0.000021220672,0.00042136945],"genre_scores_gemma":[0.99940956,0.000007673335,0.00044115123,0.000025753045,0.000011793777,0.00005656303,0.000006911855,0.000020148456,0.000020429296],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99850875,0.00009317836,0.00048095957,0.00013128149,0.00054363126,0.0002421964],"domain_scores_gemma":[0.99937165,0.0001025136,0.00010118085,0.00029772293,0.000081424216,0.000045526347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016325713,0.00011988446,0.00024970382,0.00021131223,0.00006713227,0.000005867733,0.00022846935,0.000041815267,0.0005733921],"category_scores_gemma":[0.00017331606,0.00012752588,0.000082699655,0.00043113212,0.000025151914,0.000027552383,0.000049260598,0.00019557153,0.0000016412243],"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":[0.000004215863,0.000017362652,0.007773299,0.00011879026,0.00004507478,5.554685e-7,0.00044470892,0.9868558,0.0027278492,0.000006614959,0.000289247,0.0017164628],"study_design_scores_gemma":[0.000537135,0.000040527826,0.11113808,0.000116622636,0.00007125943,9.253192e-7,0.00047610188,0.872611,0.01002826,0.000011886265,0.004797368,0.00017083368],"about_ca_topic_score_codex":0.012029661,"about_ca_topic_score_gemma":0.0034782554,"teacher_disagreement_score":0.114244826,"about_ca_system_score_codex":0.00031280206,"about_ca_system_score_gemma":0.00012733032,"threshold_uncertainty_score":0.99454933},"labels":[],"label_agreement":null},{"id":"W4207001484","doi":"10.1007/s10518-022-01315-0","title":"Equivalent frame discretisation for URM façades with irregular opening layouts","year":2022,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Dipartimento della Protezione Civile, Presidenza del Consiglio dei Ministri","keywords":"Discretization; Benchmark (surveying); Stiffness; Structural engineering; Computer science; Masonry; Pier; Unreinforced masonry building; Mathematics; Geology; Engineering; Mathematical analysis","score_opus":0.006682316077966291,"score_gpt":0.1779652267642926,"score_spread":0.1712829106863263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4207001484","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9648206,0.0005262656,0.032562193,0.0003677636,0.000310884,0.00037406347,0.00008388941,0.00029012517,0.0006641674],"genre_scores_gemma":[0.9914564,0.000008704707,0.00790237,0.000017832737,0.00011104933,0.00012137048,0.000060395367,0.000046133417,0.00027576616],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990293,0.000015880683,0.00024936398,0.0001895233,0.0002468916,0.00026904335],"domain_scores_gemma":[0.9995857,0.00007760138,0.000049509767,0.00019520435,0.000030266072,0.00006174295],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001645372,0.00018503671,0.00025794157,0.00009882344,0.000109315195,0.000026782822,0.00018175223,0.000035565507,0.0011485917],"category_scores_gemma":[0.000026470927,0.00018139347,0.00011416885,0.00016725255,0.000021453783,0.000035635574,0.000059518236,0.0001744459,0.0000037625562],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027973507,0.0000032642013,0.00011595643,0.00014031779,0.00011442083,0.000003715357,0.00021837646,0.9919034,0.002298398,0.0013418654,0.0004251238,0.003407161],"study_design_scores_gemma":[0.0013068098,0.00046659887,0.006412802,0.0001397068,0.00020117743,0.000044593657,0.000700094,0.50876564,0.005645126,0.0000586517,0.47530192,0.0009568778],"about_ca_topic_score_codex":0.000016963004,"about_ca_topic_score_gemma":0.0000016493373,"teacher_disagreement_score":0.4831378,"about_ca_system_score_codex":0.000033377608,"about_ca_system_score_gemma":0.000007271093,"threshold_uncertainty_score":0.9997645},"labels":[],"label_agreement":null},{"id":"W4235493105","doi":"10.1007/s10518-021-01244-4","title":"Seismic behaviour of piles in non-liquefiable and liquefiable soil","year":2021,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Bending moment; Pile; Geotechnical engineering; Liquefaction; Earthquake shaking table; Geology; Kinematics; Centrifuge; Finite element method; Soil structure interaction; Structural engineering; Parametric statistics; Engineering; Physics","score_opus":0.004139607164200631,"score_gpt":0.16969513512584988,"score_spread":0.16555552796164924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235493105","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.986555,0.0011468425,0.011264318,0.000050946473,0.00019528775,0.00009141839,0.000009195364,0.00016831401,0.00051867374],"genre_scores_gemma":[0.99602157,0.0003203465,0.0034061512,0.000007463166,0.000027041511,0.000012124616,0.0000059059603,0.000056857138,0.00014253876],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988277,0.0000091538095,0.0004701573,0.00019738913,0.00014728881,0.00034832762],"domain_scores_gemma":[0.99942744,0.00011493292,0.000036984366,0.00026748018,0.00005761945,0.000095518495],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030811192,0.000208432,0.0004158439,0.00015094357,0.00001205238,0.000011176815,0.00011005884,0.00017688227,0.000045101624],"category_scores_gemma":[0.00012247582,0.00025524525,0.000071639995,0.00024337175,0.000017003089,0.000026195705,0.000061073435,0.00031291202,0.000005132855],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003911769,0.000032650416,0.00014491273,0.00050086714,0.000018997067,0.000023042396,0.00007120853,0.98411775,0.013526099,0.0002872078,0.00013082563,0.0011425028],"study_design_scores_gemma":[0.0010715817,0.00013171187,0.037173808,0.0010624594,0.00003851887,0.00006654636,0.00014885451,0.77551407,0.17452407,0.00007339177,0.009495472,0.00069950725],"about_ca_topic_score_codex":0.00010532002,"about_ca_topic_score_gemma":0.000016536,"teacher_disagreement_score":0.2086037,"about_ca_system_score_codex":0.000023255498,"about_ca_system_score_gemma":0.000019800213,"threshold_uncertainty_score":0.99999},"labels":[],"label_agreement":null},{"id":"W4242955546","doi":"10.1007/s10518-012-9381-8","title":"Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones","year":2012,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":145,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Fragility; Bearing (navigation); Pier; Bridge (graph theory); Engineering; Nonlinear system; SMA*; Computer science; Physics","score_opus":0.008300659401871305,"score_gpt":0.2194957346309466,"score_spread":0.2111950752290753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242955546","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91518044,0.00034248643,0.08344736,0.00012182188,0.00026225724,0.0002952523,0.000099938414,0.0001961756,0.00005428612],"genre_scores_gemma":[0.99769336,0.00010544785,0.0017792415,0.000025869309,0.000075136224,0.000040811286,0.000061431296,0.000080720114,0.00013799548],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9975639,0.000055986187,0.0008791057,0.00032262734,0.00034014316,0.0008382561],"domain_scores_gemma":[0.9989677,0.00013384949,0.000152185,0.0004316651,0.00007540817,0.00023918117],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00057097117,0.00044182318,0.00081885065,0.00036295792,0.000041707834,0.00002056432,0.00028261906,0.00019558526,0.00015477592],"category_scores_gemma":[0.00008655333,0.00045746999,0.0001720332,0.00037182687,0.00004162472,0.000089283625,0.000093252645,0.00052963244,0.000023394894],"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":[0.00002705689,0.00028505543,0.09658073,0.00035470523,0.00030710638,0.0000051370453,0.0007917549,0.8782507,0.01928147,0.0000094285215,0.000829722,0.0032771118],"study_design_scores_gemma":[0.0007149016,0.0000631817,0.5325533,0.00015906642,0.000060136354,0.0000023795221,0.00006615767,0.45868832,0.004240352,4.083884e-7,0.003137194,0.00031459195],"about_ca_topic_score_codex":0.0008093315,"about_ca_topic_score_gemma":0.00002273335,"teacher_disagreement_score":0.43597257,"about_ca_system_score_codex":0.000114366594,"about_ca_system_score_gemma":0.000018402532,"threshold_uncertainty_score":0.9997877},"labels":[],"label_agreement":null},{"id":"W4280639348","doi":"10.1007/s10518-022-01401-3","title":"Geological and geotechnical investigation of the seismic ground response characteristics in some urban and suburban sites in Chile exposed to large seismic threats","year":2022,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Seismic hazard; Peak ground acceleration; Geology; Seismology; Earthquake scenario; Seismic risk; Hydrogeology; Seismic microzonation; Subduction; Structural geology; Preparedness; Ground motion; Geotechnical engineering; Tectonics","score_opus":0.009399558621747975,"score_gpt":0.1863305419015876,"score_spread":0.17693098327983964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280639348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873686,0.0005235601,0.00011199338,0.00034424037,0.000043564793,0.00016191271,0.00003008255,0.00004206001,0.0000057002303],"genre_scores_gemma":[0.9995823,0.000059587266,0.00010001075,0.00014549393,0.000023259245,0.00003059336,0.000011274126,0.000018780067,0.000028735374],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9990204,0.00005654503,0.00036870188,0.0001738224,0.00014832725,0.00023222891],"domain_scores_gemma":[0.99957454,0.00013811176,0.000044556007,0.0001799271,0.000010006469,0.0000528859],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005596603,0.0001427421,0.00029340005,0.0002464588,0.000040063183,0.000009828711,0.00012963424,0.00006357944,0.00003134702],"category_scores_gemma":[0.000088792236,0.00013664967,0.000039240967,0.00032158967,0.000036641202,0.000035133784,0.00014695243,0.00029797675,0.000001221781],"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":[0.00012649735,0.000044418193,0.12778999,0.00016063437,0.000028560024,0.000017714152,0.0017837979,0.8410043,0.02814094,0.000117808435,0.00016536155,0.00061994925],"study_design_scores_gemma":[0.00036703845,0.00006618565,0.7175066,0.000061213366,0.000008706314,0.000007485213,0.00010254761,0.2792589,0.0009110259,0.00002465297,0.0015514059,0.00013421648],"about_ca_topic_score_codex":0.000029503779,"about_ca_topic_score_gemma":0.000004043851,"teacher_disagreement_score":0.5897166,"about_ca_system_score_codex":0.000038800466,"about_ca_system_score_gemma":0.000011198514,"threshold_uncertainty_score":0.5572412},"labels":[],"label_agreement":null},{"id":"W4286489479","doi":"10.1007/s10518-022-01460-6","title":"Daily and seasonal effects of environmental temperature and humidity on the modal properties of structures","year":2022,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Facultad de Ciencias Físicas y Matemáticas; Pontificia Universidad Católica del Perú","keywords":"Relative humidity; Environmental science; Seasonality; Adobe; Natural (archaeology); Modal; Humidity; Masonry; Atmospheric sciences; Lag; Correlation coefficient; Meteorology; Geography; Engineering; Geology; Materials science; Structural engineering; Mathematics; Statistics; Civil engineering; Computer science; Composite material","score_opus":0.005715939139540775,"score_gpt":0.17226837264489434,"score_spread":0.16655243350535356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4286489479","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99733704,0.0021372356,0.0000045850566,0.000054608707,0.0001491034,0.00021405067,0.00002960876,0.00006122675,0.000012561173],"genre_scores_gemma":[0.9992201,0.00008928248,0.00058486545,0.000007765529,0.000040137857,0.000025534806,0.0000012624789,0.000022887265,0.000008162212],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935335,0.000028306693,0.00017574379,0.00010888977,0.0002025652,0.00013111599],"domain_scores_gemma":[0.9996498,0.00012682767,0.000040676412,0.00014184923,0.0000063639604,0.00003448143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010473023,0.00013472942,0.00019127098,0.000051338295,0.000054756187,0.0000048879842,0.00009877587,0.000042387157,0.00003866249],"category_scores_gemma":[0.00003760667,0.00010722012,0.00002935853,0.0000423988,0.00006180311,0.000011724335,0.000086278495,0.00025477615,1.0791915e-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":[0.00013018618,0.000041290306,0.003644116,0.00449196,0.00014891126,0.000008945189,0.0017727179,0.07453724,0.8983336,0.0014744526,0.0007663161,0.014650246],"study_design_scores_gemma":[0.00031378336,0.000311846,0.46125826,0.00021120116,0.000017595818,0.000022561828,0.00012847259,0.0022905765,0.53368247,0.000048151658,0.0015077828,0.00020729145],"about_ca_topic_score_codex":0.000013738673,"about_ca_topic_score_gemma":1.5126916e-7,"teacher_disagreement_score":0.45761415,"about_ca_system_score_codex":0.00001956862,"about_ca_system_score_gemma":0.000004681604,"threshold_uncertainty_score":0.43723094},"labels":[],"label_agreement":null},{"id":"W4297995756","doi":"10.1007/s10518-022-01511-y","title":"Parametric analyses of dynamic interaction between three-dimensional soil and frame structure group under earthquake loadings","year":2022,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Scientific Research Foundation of the Graduate School of Southeast University; Ministry of Science and Technology of the People's Republic of China","keywords":"Soil structure interaction; Parametric statistics; Earthquake shaking table; Spectral acceleration; Soil structure; Geology; Shear (geology); Hydrogeology; Geotechnical engineering; Structural engineering; Stiffness; Foundation (evidence); Peak ground acceleration; Engineering; Mathematics; Soil science; Seismology; Finite element method; Ground motion; Soil water; Statistics","score_opus":0.011439260866679856,"score_gpt":0.22550036911374868,"score_spread":0.21406110824706884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297995756","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945118,0.0009906312,0.004003125,0.000062448475,0.00016342844,0.000077956916,0.000058034,0.000102056416,0.000030508247],"genre_scores_gemma":[0.9984793,0.000038594233,0.0012807878,0.000023486504,0.00004858908,0.000008031455,0.000056334517,0.00004056741,0.000024284871],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987352,0.000019135841,0.0004398441,0.00022167462,0.00032859365,0.00025556545],"domain_scores_gemma":[0.99938595,0.00019067989,0.00010613405,0.00021144749,0.000034476325,0.000071309914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017003334,0.00022351218,0.0004365172,0.00055716233,0.00007200451,0.000016556565,0.00014324374,0.000077137745,0.0005538967],"category_scores_gemma":[0.00003177219,0.000242603,0.00013906693,0.00059411646,0.000034435976,0.00006019298,0.000090038135,0.0004109088,0.000004948934],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009332225,0.000013598361,0.0016093475,0.000118380245,0.00026113985,0.000002363701,0.00004740373,0.97680557,0.013036139,0.000026385422,0.000117088835,0.007953233],"study_design_scores_gemma":[0.0006886428,0.0002090517,0.24957727,0.00011436427,0.0002550794,0.00003279168,0.00019415971,0.73811793,0.0046321354,0.00008250042,0.005557573,0.00053851464],"about_ca_topic_score_codex":0.00014152058,"about_ca_topic_score_gemma":0.0000115792745,"teacher_disagreement_score":0.24796793,"about_ca_system_score_codex":0.000046019697,"about_ca_system_score_gemma":0.000008749452,"threshold_uncertainty_score":0.98930633},"labels":[],"label_agreement":null},{"id":"W4306407083","doi":"10.1007/s10518-022-01531-8","title":"Seismic resilience enhancement of MDOF systems utilizing a hybrid TMD-TLD","year":2022,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Irish Research Council","keywords":"Tuned mass damper; Vibration; Structural engineering; Thermoluminescent dosimeter; Harmonic; Damper; Resilience (materials science); Vibration control; Physics; Acoustics; Engineering; Computer science; Optics","score_opus":0.00726466117950995,"score_gpt":0.17935630672826194,"score_spread":0.172091645548752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306407083","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8866518,0.0035554217,0.1060083,0.00018313971,0.00089640764,0.0003301399,0.00003570518,0.00026392023,0.0020751245],"genre_scores_gemma":[0.99863046,0.00007356042,0.00076820934,0.00001857245,0.000053926586,0.00007090808,0.0000073432725,0.000026427328,0.00035060255],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867964,0.00003581945,0.0005061558,0.00018077383,0.00032350255,0.00027412403],"domain_scores_gemma":[0.9994767,0.000121060795,0.00006138078,0.00023702862,0.000039582308,0.00006427529],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032192224,0.00016633852,0.0003303274,0.00012251218,0.000060261005,0.000011099685,0.00022423896,0.000033058517,0.0006946459],"category_scores_gemma":[0.00006358183,0.00017334662,0.00009731254,0.00016730596,0.000025928426,0.000023596103,0.00009038908,0.00021374141,0.000017050108],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011656725,0.000024301979,0.000055094464,0.00018017722,0.000035657733,0.00000606108,0.000057068097,0.95842206,0.038062483,0.0009494293,0.0014051987,0.00079079054],"study_design_scores_gemma":[0.0005270322,0.00021909388,0.0010528171,0.000104048166,0.000019023704,0.000025685827,0.0001447373,0.8673341,0.029614916,0.000011213042,0.100649476,0.0002978478],"about_ca_topic_score_codex":0.000027675642,"about_ca_topic_score_gemma":2.5945238e-7,"teacher_disagreement_score":0.11197861,"about_ca_system_score_codex":0.000035929454,"about_ca_system_score_gemma":0.000013459201,"threshold_uncertainty_score":0.7605885},"labels":[],"label_agreement":null},{"id":"W4309171693","doi":"10.1007/s10518-022-01553-2","title":"Nonlinear analytical modeling of mass-timber buildings with post-tensioned rocking walls","year":2022,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Structural engineering; Earthquake shaking table; Nonlinear system; Fragility; Shake; Hydrogeology; Engineering; Rotation (mathematics); Geotechnical engineering; Mathematics; Geometry; Physics; Mechanical engineering","score_opus":0.008578726487879511,"score_gpt":0.17465842527653613,"score_spread":0.1660796987886566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309171693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99181587,0.0006020372,0.0058872774,0.00016479152,0.000119684875,0.00015596393,0.000022664633,0.00020866115,0.0010230709],"genre_scores_gemma":[0.97595036,0.00001822311,0.023706526,0.000016870454,0.000044874538,0.000018865157,0.000017441853,0.00007327575,0.00015357368],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987959,0.000014629272,0.00036475196,0.00018732164,0.00033847362,0.00029886953],"domain_scores_gemma":[0.9995039,0.00006741294,0.000045044086,0.00022441233,0.00008932454,0.000069886075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015816285,0.00022554764,0.00036133887,0.00018103796,0.000064593216,0.0000130913495,0.00015201664,0.000047882437,0.0004393616],"category_scores_gemma":[0.00002910266,0.00021008607,0.00010736124,0.00020233257,0.00001787087,0.00003390487,0.000067328205,0.00024402773,0.000010119842],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054601416,0.00003338222,0.00032577929,0.000114763796,0.00014352523,0.000018674426,0.00019601938,0.9932577,0.005277141,0.00008756306,0.0001098203,0.0003810557],"study_design_scores_gemma":[0.00062445644,0.0003160041,0.00025849833,0.0001080327,0.0000759749,0.000027014441,0.00018307101,0.9826489,0.0054327347,0.000004334846,0.010005684,0.0003152788],"about_ca_topic_score_codex":0.00005040034,"about_ca_topic_score_gemma":0.0000013805055,"teacher_disagreement_score":0.017819248,"about_ca_system_score_codex":0.00003426257,"about_ca_system_score_gemma":0.000015842666,"threshold_uncertainty_score":0.85670614},"labels":[],"label_agreement":null},{"id":"W4321237025","doi":"10.1007/s10518-023-01648-4","title":"Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading","year":2023,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Liquefaction; Geotechnical engineering; Pile; Bending moment; Geology; Earthquake shaking table; Pile cap; Acceleration; Boundary layer; Hydraulics; Pore water pressure; Laminar flow; Structural engineering; Engineering","score_opus":0.0113893494809334,"score_gpt":0.2144754949612312,"score_spread":0.2030861454802978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321237025","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955006,0.000024267749,0.0034024932,0.000093192575,0.00025456093,0.00023683907,0.00001611154,0.00040087567,0.0000710088],"genre_scores_gemma":[0.99964386,0.000012723222,0.00013959827,0.000008928481,0.00006543841,0.000046829613,0.000005029849,0.000052025767,0.000025547524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990409,0.000025714806,0.0003109233,0.00014323836,0.0002236702,0.00025555553],"domain_scores_gemma":[0.9988835,0.0007192952,0.000035836765,0.00024368693,0.000048222635,0.00006947123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024615292,0.00018278998,0.00030977622,0.00026065047,0.00003587332,0.000009817409,0.00015360855,0.00009445774,0.000010542635],"category_scores_gemma":[0.00043275036,0.00016930417,0.00012830176,0.00037828353,0.000013054373,0.000021651222,0.000042379295,0.0002827601,0.000030104218],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016465308,0.00001992569,0.0000010400265,0.00028667104,0.000033968925,0.0000026683338,0.00021844197,0.8551805,0.14232133,0.0015044409,0.00008801463,0.00032652996],"study_design_scores_gemma":[0.0002065501,0.00026137492,0.0018567012,0.00058285636,0.000021940565,0.0000019786703,0.000033141434,0.80922407,0.18698213,0.00008498188,0.0005495838,0.00019470559],"about_ca_topic_score_codex":0.000019452504,"about_ca_topic_score_gemma":5.400707e-7,"teacher_disagreement_score":0.04595644,"about_ca_system_score_codex":0.000022982169,"about_ca_system_score_gemma":0.000010047808,"threshold_uncertainty_score":0.6904024},"labels":[],"label_agreement":null},{"id":"W4322493761","doi":"10.1007/s10518-023-01647-5","title":"Seismic fragility estimation of cable-stayed bridges with various pylon shapes considering soil-pile interaction","year":2023,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Fragility; Pylon; Structural engineering; Incremental Dynamic Analysis; Geotechnical engineering; Pile; Spectral acceleration; Pier; Geology; Engineering; Seismic analysis; Peak ground acceleration; Ground motion; Physics","score_opus":0.008590474099801168,"score_gpt":0.20074408452221718,"score_spread":0.19215361042241602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322493761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9185484,0.00009222262,0.080396086,0.00006885864,0.000117972195,0.00009521675,0.000013377083,0.00042532885,0.00024255732],"genre_scores_gemma":[0.99812675,0.00009485487,0.0015663722,0.000011374119,0.00004338547,0.00001578581,0.00003094417,0.00004188297,0.00006866481],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989622,0.0000104469555,0.0003864884,0.0001758747,0.00020109485,0.00026385835],"domain_scores_gemma":[0.99949396,0.00013223695,0.00007793202,0.00019003084,0.000053564916,0.000052298146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002017258,0.00019310274,0.00033529138,0.00027387854,0.000035336398,0.000018300758,0.000096845375,0.00007083533,0.00013347507],"category_scores_gemma":[0.00005835241,0.0002002692,0.000081680766,0.00035857863,0.000027784052,0.000086939464,0.000027589169,0.00017744825,0.000048927228],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013550536,0.000010422506,0.00041478593,0.00034631506,0.000091474736,0.000005282126,0.0002683395,0.9921714,0.0017194694,0.00000476783,0.0003761946,0.0045780046],"study_design_scores_gemma":[0.00027016285,0.00004523124,0.013129318,0.00023671909,0.00004110176,0.000011228175,0.0001675355,0.96928847,0.013293367,0.000004393579,0.0033219461,0.00019055101],"about_ca_topic_score_codex":0.00030684477,"about_ca_topic_score_gemma":0.000013508959,"teacher_disagreement_score":0.079578355,"about_ca_system_score_codex":0.000034052675,"about_ca_system_score_gemma":0.000015573298,"threshold_uncertainty_score":0.8166741},"labels":[],"label_agreement":null},{"id":"W4322737508","doi":"10.1007/s10518-023-01653-7","title":"Seismic stability of steel wide-flange columns in ductile moment-resisting frames: out-of-plane response and design recommendations","year":2023,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Flange; Buckling; Moment (physics); Parametric statistics; Instability; Bending moment; Displacement (psychology); Bending; Finite element method; Engineering; Mathematics; Mechanics; Physics","score_opus":0.02293853014966132,"score_gpt":0.22453963125597964,"score_spread":0.20160110110631832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322737508","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969395,0.00019531514,0.0019800484,0.00023874716,0.00017143761,0.0002027078,0.00005390545,0.0001661381,0.000052217027],"genre_scores_gemma":[0.99267405,0.00005247502,0.0071104434,0.000002918657,0.000017054243,0.000019102963,0.000015541958,0.00003680863,0.0000715834],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99866617,0.00009001784,0.0005847022,0.0002092949,0.00017946365,0.00027034825],"domain_scores_gemma":[0.99813646,0.0013591587,0.00009576416,0.00029333687,0.000052590894,0.00006269087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008632679,0.00017845855,0.00042471546,0.00037854598,0.00002646129,0.000011635797,0.00012923249,0.00009044999,0.00018181997],"category_scores_gemma":[0.0008274358,0.00021196104,0.00006582323,0.00046665187,0.000043185777,0.00003292908,0.000055414752,0.00019811453,0.00000951275],"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":[0.00015429368,0.00002557165,0.0076268488,0.00087260007,0.0001749343,0.000009322635,0.0018052299,0.81362957,0.17215097,0.0000217952,0.0010750483,0.0024538108],"study_design_scores_gemma":[0.001305613,0.00024231269,0.5355622,0.0007976376,0.00011258167,0.0000065677614,0.0014184772,0.2205322,0.22982435,0.000038143666,0.009437394,0.00072252675],"about_ca_topic_score_codex":0.00017624603,"about_ca_topic_score_gemma":0.000027940529,"teacher_disagreement_score":0.5930974,"about_ca_system_score_codex":0.00004387085,"about_ca_system_score_gemma":0.000015811622,"threshold_uncertainty_score":0.86435205},"labels":[],"label_agreement":null},{"id":"W4360998260","doi":"10.1007/s10518-022-01582-x","title":"Shake-table testing of a stone masonry building aggregate: overview of blind prediction study","year":2023,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":38,"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":"HORIZON EUROPE Framework Programme; École Polytechnique Fédérale de Lausanne; European Commission","keywords":"Masonry; Earthquake shaking table; Unreinforced masonry building; Aggregate (composite); Structural engineering; Engineering; Geology; Computer science; Geotechnical engineering; Civil engineering","score_opus":0.025267310075880952,"score_gpt":0.23223481839462,"score_spread":0.20696750831873906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360998260","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976861,0.0009234199,0.00029547533,0.000014930992,0.00018200216,0.00023561523,0.000040686904,0.00030612468,0.00031567732],"genre_scores_gemma":[0.9966941,0.00011805937,0.0029156085,0.0000016569276,0.000074517695,0.0000142252375,0.000010564265,0.00004265889,0.00012864538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99847776,0.000026907392,0.00066542457,0.00021234853,0.00032130818,0.00029626337],"domain_scores_gemma":[0.99915713,0.00022230098,0.00014749107,0.00029516555,0.00011049663,0.00006740429],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043647873,0.00022306138,0.00053010235,0.00029384164,0.000032959357,0.000011110521,0.00019410504,0.00008068951,0.00023455246],"category_scores_gemma":[0.00026332276,0.00023450046,0.00012729515,0.0011917843,0.000025216881,0.000050080518,0.00007465498,0.00018223928,0.000008532643],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019150462,0.00001933251,0.004387766,0.0010799416,0.000285977,0.000010423543,0.00027840913,0.95151037,0.03146514,0.000103151804,0.0001719451,0.010668414],"study_design_scores_gemma":[0.00232035,0.00061053224,0.15449928,0.0018812614,0.00047161934,0.000022557917,0.0008736132,0.7795765,0.050301332,0.000025479552,0.008607743,0.0008097675],"about_ca_topic_score_codex":0.00009051757,"about_ca_topic_score_gemma":0.0000033839974,"teacher_disagreement_score":0.17193389,"about_ca_system_score_codex":0.000015396156,"about_ca_system_score_gemma":0.000014601852,"threshold_uncertainty_score":0.95626515},"labels":[],"label_agreement":null},{"id":"W4363676698","doi":"10.1007/s10518-023-01676-0","title":"Residential building stock in Serbia: classification and vulnerability for seismic risk studies","year":2023,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Eidgenössische Technische Hochschule Zürich","keywords":"Seismic risk; Fragility; Vulnerability assessment; Earthquake scenario; Stock (firearms); Vulnerability (computing); Seismic hazard; Urban seismic risk; Hazard; Risk assessment; Context (archaeology); Civil engineering; Risk analysis (engineering); Forensic engineering; Engineering; Computer science; Geography; Business; Computer security","score_opus":0.023299389853707,"score_gpt":0.2616622674941259,"score_spread":0.2383628776404189,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4363676698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9922959,0.000764192,0.0061212406,0.00018633848,0.00015792347,0.0001613349,0.000013147476,0.00028271848,0.000017195815],"genre_scores_gemma":[0.99733365,0.00095026515,0.0014841188,0.0000070391525,0.00008452421,0.00006162159,0.0000073881924,0.000026332782,0.00004504026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991388,0.000014038718,0.0003231644,0.00018411747,0.00010142852,0.0002385067],"domain_scores_gemma":[0.999497,0.00023452735,0.000040150633,0.00015694035,0.000037032394,0.000034343368],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053470535,0.00013495181,0.00026500988,0.00026184996,0.000044155204,0.000013934242,0.000074584554,0.00006290627,0.0000062674994],"category_scores_gemma":[0.00023789634,0.00014771527,0.000062676445,0.0003106125,0.000022424156,0.000043728865,0.000028746234,0.00014663817,0.000008041369],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000091010115,0.0000061572055,0.0053135906,0.00044239056,0.00008821908,0.0000015407489,0.0003150513,0.9801999,0.0035599172,0.00004053388,0.0020093236,0.008014308],"study_design_scores_gemma":[0.00035339248,0.000020643183,0.13856488,0.000106051855,0.00003091364,0.0000011643572,0.0002508008,0.85184216,0.0012702568,0.00005010994,0.007352261,0.00015735642],"about_ca_topic_score_codex":0.000036499918,"about_ca_topic_score_gemma":0.000012164738,"teacher_disagreement_score":0.1332513,"about_ca_system_score_codex":0.000031496344,"about_ca_system_score_gemma":0.00000534542,"threshold_uncertainty_score":0.60236543},"labels":[],"label_agreement":null},{"id":"W4385418476","doi":"10.1007/s10518-023-01744-5","title":"Seismic assessment of URM pier spandrel systems via efficient computational modeling strategies","year":2023,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Carleton University","funders":"","keywords":"Pier; Unreinforced masonry building; Masonry; Computer science; Structural engineering; Thrust; Geology; Engineering","score_opus":0.008179844255234055,"score_gpt":0.20698213780829675,"score_spread":0.1988022935530627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385418476","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.776204,0.00016471482,0.22253786,0.000029460658,0.00023157602,0.000093367875,0.000014970489,0.00022571071,0.0004983458],"genre_scores_gemma":[0.9976444,0.000020455896,0.0021477598,0.0000019997162,0.0000624068,0.00001089317,0.000031229927,0.000028415803,0.000052385338],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988694,0.000014770197,0.0004323471,0.00015413518,0.00029301632,0.000236314],"domain_scores_gemma":[0.9995815,0.00008052638,0.000052419688,0.00015270093,0.00007572331,0.00005711144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001880806,0.000176762,0.0003275175,0.00019532534,0.000031155752,0.000026272775,0.00012414645,0.000063935724,0.00009903334],"category_scores_gemma":[0.000010877017,0.0001801841,0.000120015044,0.00030687707,0.000020861218,0.000022782217,0.000031642132,0.0001392644,0.000017421147],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019116587,0.0000029183575,0.000041767034,0.00033170078,0.00010378772,0.000003020059,0.00007008775,0.99692154,0.0008691309,0.0012212887,0.000059026137,0.00037384024],"study_design_scores_gemma":[0.00016938867,0.000019052723,0.0026432713,0.000097572476,0.000029631095,0.0000052022096,0.00015655083,0.9960714,0.000070477385,0.000019021125,0.0005459862,0.0001724354],"about_ca_topic_score_codex":0.000051832496,"about_ca_topic_score_gemma":4.6900618e-7,"teacher_disagreement_score":0.22144046,"about_ca_system_score_codex":0.000020186837,"about_ca_system_score_gemma":0.000017745682,"threshold_uncertainty_score":0.73476946},"labels":[],"label_agreement":null},{"id":"W4386223821","doi":"10.1007/s10518-023-01758-z","title":"The December 2020 magnitude (Mw) 6.4 Petrinja earthquake, Croatia: seismological aspects, emergency response and impacts","year":2023,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","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":"Geological Survey of Canada","funders":"Hrvatska Zaklada za Znanost","keywords":"Masonry; Unreinforced masonry building; Epicenter; Capital city; Landslide; Emergency response; Forensic engineering; Foreshock; Seismology; Aftershock; Geology; Civil engineering; Geography; Engineering","score_opus":0.012146128356916879,"score_gpt":0.21329879888832456,"score_spread":0.20115267053140767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386223821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9887816,0.00489375,0.00003539746,0.0029293566,0.0005215419,0.00024481228,0.000040214672,0.00023550035,0.002317855],"genre_scores_gemma":[0.9941758,0.0034638743,0.00030231805,0.000062739186,0.00015509267,0.000006089694,0.000016430546,0.000016503347,0.0018011837],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9977353,0.00015137345,0.00051783246,0.00041337055,0.00043014108,0.000751977],"domain_scores_gemma":[0.997587,0.0016365653,0.00012153589,0.00034964498,0.0000812622,0.0002239928],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0012812101,0.0003171339,0.0003649626,0.00013486443,0.00038701508,0.00006510938,0.00027761137,0.0001272018,0.0024060817],"category_scores_gemma":[0.0014253623,0.00023171658,0.00014241696,0.00061694125,0.00014871144,0.000051356765,0.00008782296,0.00034584224,0.00084614457],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018667594,0.00010997758,0.64149696,0.00036969944,0.0008091888,0.0011791696,0.001597354,0.037216205,0.0005793795,0.0016540829,0.097696,0.21542521],"study_design_scores_gemma":[0.00034052428,0.00025720266,0.87550145,0.00003379112,0.000019830115,0.00005569957,0.00013958117,0.0011424879,0.00008053743,0.000082306484,0.12209588,0.0002507181],"about_ca_topic_score_codex":0.0004801686,"about_ca_topic_score_gemma":0.00047885612,"teacher_disagreement_score":0.23400445,"about_ca_system_score_codex":0.000004026272,"about_ca_system_score_gemma":0.000042564123,"threshold_uncertainty_score":0.9999318},"labels":[],"label_agreement":null},{"id":"W4386749393","doi":"10.1007/s10518-023-01768-x","title":"Estimating urban seismic damages and debris from building-level simulations: application to the city of Beirut, Lebanon","year":2023,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Centre National d’Etudes Spatiales; Agence Universitaire de la Francophonie; Agence Nationale de la Recherche","keywords":"Damages; Hydrogeology; Structural geology; Seismology; Debris; Geology; Civil engineering; Mining engineering; Geotechnical engineering; Engineering; Law; Political science","score_opus":0.01145873954731203,"score_gpt":0.21701987186080143,"score_spread":0.2055611323134894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386749393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81801015,0.00019338047,0.18119216,0.0002065502,0.000064598775,0.000108848195,0.0000504218,0.00014940654,0.00002449031],"genre_scores_gemma":[0.98792785,0.000025459594,0.011787234,0.000030013118,0.00011811505,0.000017249171,0.000028916334,0.00002664342,0.000038539918],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922925,0.000007489521,0.000292919,0.00015044911,0.00014408307,0.00017578265],"domain_scores_gemma":[0.9994138,0.00020975425,0.000047108784,0.00024797322,0.000035015328,0.00004634468],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001722676,0.00013368588,0.00020661522,0.0001651491,0.000050110306,0.000016792435,0.00014506692,0.000049414604,0.000029056842],"category_scores_gemma":[0.00009999825,0.00012568515,0.000049681832,0.00040326183,0.000016348187,0.00003367716,0.00005150856,0.00010381101,0.000019987965],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015556591,0.0000034425116,0.001771542,0.000056424822,0.000043796583,3.4407475e-7,0.00027298398,0.97640735,0.007664075,0.000014749455,0.0006408103,0.013122924],"study_design_scores_gemma":[0.00010638801,0.000009918304,0.055006858,0.00009113727,0.000028930719,5.485697e-7,0.000037016725,0.9293434,0.0050282963,0.00001670356,0.010207929,0.00012285734],"about_ca_topic_score_codex":0.00022046645,"about_ca_topic_score_gemma":0.000007566521,"teacher_disagreement_score":0.16991769,"about_ca_system_score_codex":0.000011689824,"about_ca_system_score_gemma":0.0000047122858,"threshold_uncertainty_score":0.5125292},"labels":[],"label_agreement":null},{"id":"W4386959496","doi":"10.1007/s10518-023-01770-3","title":"Evaluation of seismic fragilities of special concentrically braced frame hybrid buildings equipped with prefabricated cross-laminated timber-steel composite floor diaphragms","year":2023,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; OpenSees; Stiffness; Buckling; Engineering; Braced frame; Structural system; Flexibility (engineering); Nonlinear system; Finite element method; Structural load; Slab; Frame (networking); Mechanical engineering","score_opus":0.01014676011296768,"score_gpt":0.22239813960955565,"score_spread":0.21225137949658798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386959496","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939352,0.00027094525,0.0043847077,0.000037729016,0.0001646892,0.00026923607,0.000060122406,0.00026302758,0.0006143425],"genre_scores_gemma":[0.9984652,0.00008422475,0.0009735712,0.00000974768,0.00013588736,0.000023447152,0.00007609004,0.00005802109,0.00017384038],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977812,0.00003894623,0.0007089918,0.00024864767,0.0008244279,0.00039777032],"domain_scores_gemma":[0.9988017,0.00014868271,0.00018134183,0.00031069777,0.000478383,0.00007918174],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007174235,0.0002765573,0.000590073,0.00038668033,0.000035899448,0.000021878357,0.00023962409,0.0000880751,0.00041273198],"category_scores_gemma":[0.00016963911,0.0002788902,0.00014797089,0.0008051621,0.0001053692,0.00007855045,0.000053826407,0.00021274452,0.000043606076],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052318566,0.000030682488,0.00094783696,0.00028337684,0.00028445103,0.000004921096,0.00030108425,0.9740422,0.0203003,0.000013407563,0.00042703445,0.0033123821],"study_design_scores_gemma":[0.0012841093,0.00010511905,0.046928134,0.00031283058,0.00021589652,0.000006130739,0.00007611782,0.88291025,0.06478019,0.000008604003,0.0030780004,0.00029462908],"about_ca_topic_score_codex":0.00006691444,"about_ca_topic_score_gemma":0.0000012607122,"teacher_disagreement_score":0.09113197,"about_ca_system_score_codex":0.00005904133,"about_ca_system_score_gemma":0.00004583643,"threshold_uncertainty_score":0.9999663},"labels":[],"label_agreement":null},{"id":"W4388759201","doi":"10.1007/s10518-023-01810-y","title":"Shake table testing of a half-scale stone masonry building aggregate","year":2023,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Masonry and Concrete Structural Analysis","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":"McGill University","funders":"HORIZON EUROPE Framework Programme; École Polytechnique Fédérale de Lausanne; European Commission; Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung; National Science Foundation","keywords":"Interlocking; Masonry; Earthquake shaking table; Aggregate (composite); Structural engineering; Full scale; Geology; Geotechnical engineering; Mortar; Intensity (physics); Deformation (meteorology); Engineering; Materials science; Composite material; Physics","score_opus":0.009434987575528232,"score_gpt":0.1916617039681998,"score_spread":0.18222671639267154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388759201","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960738,0.0004592345,0.00095258537,0.00007337685,0.00021488042,0.00010686182,0.000022487,0.00062159,0.001475207],"genre_scores_gemma":[0.98579645,0.000060665127,0.013477901,0.000005981712,0.000104988416,0.000013012789,0.000011627554,0.00005809738,0.00047128642],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985775,0.000014754163,0.00048335988,0.00022579657,0.00025456937,0.00044403077],"domain_scores_gemma":[0.99921584,0.00022575102,0.000089640715,0.00028960497,0.00007732048,0.00010184555],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002797773,0.00024839677,0.0004575787,0.00024731897,0.00004578952,0.000019258896,0.00022919592,0.000096981865,0.00037289324],"category_scores_gemma":[0.00018996627,0.00026609318,0.00014267402,0.0010004401,0.00003412694,0.000045556244,0.000075871125,0.00020953572,0.00004530095],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000060627267,0.0000034631234,0.00062978757,0.0005042031,0.00011814087,0.000016960454,0.00011697851,0.90515226,0.07780048,0.00017707703,0.0005721108,0.0149024995],"study_design_scores_gemma":[0.0006280024,0.0000947919,0.016225265,0.0007843524,0.00013043275,0.000033017455,0.00016242627,0.8136521,0.10813005,0.000038134924,0.059312493,0.00080892903],"about_ca_topic_score_codex":0.000093334485,"about_ca_topic_score_gemma":0.0000038488797,"teacher_disagreement_score":0.09150013,"about_ca_system_score_codex":0.00001603388,"about_ca_system_score_gemma":0.0000101582855,"threshold_uncertainty_score":0.99997914},"labels":[],"label_agreement":null},{"id":"W4396765810","doi":"10.1007/s10518-024-01916-x","title":"Seismic risk assessment of self-centering prestressed concrete frames with sliding and masonry infill walls: experimental and numerical models","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"China Postdoctoral Science Foundation; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Infill; Masonry; Structural engineering; Geotechnical engineering; Hydrogeology; Geology; Structural geology; Prestressed concrete; Engineering; Seismology","score_opus":0.005590558410315432,"score_gpt":0.20297252231771593,"score_spread":0.19738196390740048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396765810","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93973035,0.004102961,0.055494253,0.000028581006,0.000067859226,0.00009770307,0.00001716036,0.00024106789,0.00022004245],"genre_scores_gemma":[0.98723173,0.00078746135,0.011851494,0.000007644754,0.000040706047,0.000016131913,0.000004561482,0.000048387148,0.000011869919],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907494,0.000012407197,0.00028969097,0.00021945451,0.00017341855,0.00023006723],"domain_scores_gemma":[0.9996202,0.00009663305,0.000040108014,0.0001424765,0.000018893992,0.000081680984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011992965,0.00022263518,0.0003366697,0.00014897456,0.000031054446,0.000051149804,0.000073616095,0.00006723426,0.000031447704],"category_scores_gemma":[0.000006793599,0.0002082572,0.000055950444,0.00012264187,0.000021240323,0.00011308587,0.000052750347,0.00022025578,0.0000011540254],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009559736,0.000010010988,0.002500873,0.0008638549,0.0004258393,0.000015608726,0.0008478148,0.98319143,0.010445307,0.00017497726,0.000078040255,0.0014367044],"study_design_scores_gemma":[0.0002990355,0.0000884266,0.0029518835,0.0005154657,0.00007599024,0.000020467633,0.00018756794,0.98593205,0.007133609,0.0000025550842,0.0025736664,0.0002192535],"about_ca_topic_score_codex":0.00004313327,"about_ca_topic_score_gemma":1.3146885e-7,"teacher_disagreement_score":0.04750137,"about_ca_system_score_codex":0.000023758706,"about_ca_system_score_gemma":0.000011836062,"threshold_uncertainty_score":0.8492482},"labels":[],"label_agreement":null},{"id":"W4399172882","doi":"10.1007/s10518-024-01935-8","title":"Seismic evaluation of non-seismically detailed RC buildings in Pakistan: performance and damage accumulation under repeated earthquakes","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus","funders":"","keywords":"Hydrogeology; Seismology; Geology; Seismic analysis; Earthquake resistance; Seismic loading; Structural engineering; Engineering; Geotechnical engineering","score_opus":0.013964319310962647,"score_gpt":0.2571261104983987,"score_spread":0.24316179118743603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399172882","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908137,0.00094469055,0.0074479287,0.00007153282,0.00013258011,0.00018395009,0.0000058265346,0.00014482501,0.00025501338],"genre_scores_gemma":[0.99852705,0.00032299393,0.0009623577,0.000013394412,0.000043912714,0.000018416838,0.000018683337,0.000043898905,0.000049279617],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985712,0.000021344578,0.00056442467,0.00023886791,0.00035339425,0.00025076777],"domain_scores_gemma":[0.9995009,0.00009786533,0.000048490307,0.0002099287,0.00009154016,0.000051331885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008061522,0.00021263055,0.00032683244,0.00044558579,0.000021187958,0.000035652767,0.000102551494,0.00011333955,0.000121526595],"category_scores_gemma":[0.000027648599,0.00022531093,0.00007786383,0.0004798584,0.00003220759,0.00013448992,0.000027133457,0.00021892755,0.000014703403],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009012107,0.000009612071,0.003082469,0.00046065936,0.00006301571,0.0000019276586,0.000247017,0.96645516,0.008213888,0.000022685783,0.000084982166,0.021349574],"study_design_scores_gemma":[0.00040021964,0.000029672236,0.16569471,0.00049352297,0.000066880835,0.000004146039,0.000054064807,0.8274339,0.004167967,0.000010518164,0.0014573815,0.00018703431],"about_ca_topic_score_codex":0.000041311927,"about_ca_topic_score_gemma":0.0000064304704,"teacher_disagreement_score":0.16261224,"about_ca_system_score_codex":0.00005537582,"about_ca_system_score_gemma":0.000028492179,"threshold_uncertainty_score":0.9187913},"labels":[],"label_agreement":null},{"id":"W4399329135","doi":"10.1007/s10518-024-01892-2","title":"Proposing new design and retrofitting objectives for seismic design of hospital structures: a case study of Imam Khomeini Hospital in Eslamabad-e Gharb","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Retrofitting; Engineering; Civil engineering; Medicine; Structural engineering","score_opus":0.008118499615955361,"score_gpt":0.21104032492978864,"score_spread":0.20292182531383327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399329135","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84591955,0.0016070879,0.15146935,0.000022145116,0.00018648885,0.0006890672,0.000006570823,0.00009395767,0.0000057719235],"genre_scores_gemma":[0.9760646,0.00006964348,0.023672692,0.000001955037,0.00008030243,0.00003272764,0.0000018123582,0.000063476364,0.000012747367],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99863267,0.000026608488,0.0005947334,0.00028027143,0.00017034124,0.0002953734],"domain_scores_gemma":[0.9992925,0.00033230183,0.000078749326,0.00018481592,0.00005059813,0.00006102298],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00038267532,0.0002639412,0.00051278656,0.0004263226,0.000026910882,0.000031715063,0.00011217208,0.000090450696,0.000010771567],"category_scores_gemma":[0.0001152703,0.0002686011,0.000100792764,0.0003742971,0.00003027437,0.00009324656,0.000034081513,0.00020375592,5.3407626e-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":[0.00002347614,0.000073159696,0.00053822174,0.00087874505,0.00028023866,0.0001370591,0.008611122,0.9768837,0.0026431095,0.000017765753,0.000118806944,0.009794598],"study_design_scores_gemma":[0.0011096454,0.0013499972,0.001557117,0.00066377537,0.00014375254,0.00006200031,0.0063501513,0.9798373,0.00841114,0.00003181286,0.00009657663,0.0003867188],"about_ca_topic_score_codex":0.00020353786,"about_ca_topic_score_gemma":0.0000019435206,"teacher_disagreement_score":0.13014509,"about_ca_system_score_codex":0.00003440324,"about_ca_system_score_gemma":0.00004263656,"threshold_uncertainty_score":0.99997663},"labels":[],"label_agreement":null},{"id":"W4401482497","doi":"10.1007/s10518-024-01995-w","title":"On the role of planning policies in the seismic vulnerability of historic urban areas: evidence from Santiago, Chile","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Agencia Nacional de Investigación y Desarrollo","keywords":"Fragility; Urbanization; Vulnerability (computing); Seismic risk; Vulnerability assessment; Urban planning; Geography; Civil engineering; Environmental planning; Population; Downtown; Quarter (Canadian coin); Masonry; Engineering; Psychological resilience; Computer science; Economic growth; Archaeology; Sociology","score_opus":0.010121505348785337,"score_gpt":0.2075159548508847,"score_spread":0.19739444950209936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401482497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98639256,0.012051408,0.00061314466,0.00017797587,0.00011588079,0.00008577095,0.000017416067,0.000059658454,0.00048616546],"genre_scores_gemma":[0.9996169,0.00014811476,0.00007349761,0.000023518225,0.00008648594,0.00001328615,0.0000035245591,0.000019155728,0.000015498239],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906695,0.00003083001,0.00036519134,0.00013597652,0.00022590684,0.0001751704],"domain_scores_gemma":[0.9987165,0.00086771284,0.000041312946,0.00033693286,0.00001840387,0.000019177667],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004164721,0.00014839528,0.000256484,0.00015936024,0.00002089622,0.000013567337,0.00028587526,0.000051326293,0.00012130362],"category_scores_gemma":[0.00014831303,0.00010276329,0.00012300395,0.0003504226,0.00003661502,0.00003556558,0.000023026543,0.00026869762,0.0000098908495],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007868748,0.000019116746,0.0028380475,0.00020834648,0.00007825173,0.0000029114663,0.005565145,0.9817918,0.0053432947,0.0002388805,0.0016091518,0.0022971851],"study_design_scores_gemma":[0.00016043267,0.00008998619,0.10112817,0.0031530273,0.00009347141,0.000004406835,0.001538922,0.8336303,0.027388273,0.00017539563,0.032303374,0.00033423642],"about_ca_topic_score_codex":0.0006066615,"about_ca_topic_score_gemma":0.000004113779,"teacher_disagreement_score":0.14816149,"about_ca_system_score_codex":0.000030785857,"about_ca_system_score_gemma":0.000012878721,"threshold_uncertainty_score":0.41905653},"labels":[],"label_agreement":null},{"id":"W4401640055","doi":"10.1007/s10518-024-01998-7","title":"Seismic loss assessment of direct-DBD platform-type cross-laminated timber shear wall systems using FEMA P-58 methodology","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cross laminated timber; Sizing; Shear wall; Structural engineering; Low-rise; Seismic analysis; High rise; Engineering; Displacement (psychology); Shear (geology); Structural system; Geology","score_opus":0.04321599556529595,"score_gpt":0.2839885156177518,"score_spread":0.24077252005245584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401640055","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9782026,0.0071602156,0.009638187,0.000028660288,0.0014854425,0.000271007,0.000022942964,0.0005061234,0.0026848312],"genre_scores_gemma":[0.9860672,0.00014697333,0.012378832,0.0000034489224,0.0001041789,0.000014824358,0.000017953322,0.00010649743,0.0011601443],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99850506,0.000047122343,0.0005636398,0.00026087786,0.00022727884,0.00039603104],"domain_scores_gemma":[0.9991841,0.00032938534,0.000051290463,0.00027590097,0.000085329666,0.00007399351],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004820706,0.0003243957,0.00057270366,0.00024257848,0.000034991335,0.0000683331,0.00014982946,0.00018975782,0.00025969459],"category_scores_gemma":[0.0000481396,0.00030283045,0.00013878001,0.00027614075,0.000052181334,0.00007349893,0.000049027458,0.00025404894,0.00004654493],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014178329,0.000020291513,0.0007951685,0.0015173422,0.0003742297,0.000042600273,0.00022433323,0.99079615,0.005065971,0.00028625564,0.000341709,0.0005217702],"study_design_scores_gemma":[0.00034668332,0.00015148842,0.0056620594,0.0007290443,0.00010592055,0.000063915424,0.000034636385,0.936466,0.009045522,0.0000056052254,0.04701735,0.00037178738],"about_ca_topic_score_codex":0.0001969096,"about_ca_topic_score_gemma":0.0000015167366,"teacher_disagreement_score":0.054330166,"about_ca_system_score_codex":0.000086686574,"about_ca_system_score_gemma":0.0000365241,"threshold_uncertainty_score":0.99994236},"labels":[],"label_agreement":null},{"id":"W4402748795","doi":"10.1007/s10518-024-02019-3","title":"Seismic fragility assessment of reinforced concrete and post-tensioned slab-column connections - reliability-based formulations for storey drift limits","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; Slab; Reliability (semiconductor); Structural engineering; Column (typography); Geotechnical engineering; Hydrogeology; Geology; Engineering; Reinforced concrete; Structural reliability; Forensic engineering; Computer science; Physics; Probabilistic logic","score_opus":0.0076385967023796485,"score_gpt":0.22375059961385022,"score_spread":0.21611200291147056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402748795","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89848614,0.00025454964,0.09998183,0.00026868787,0.00022610684,0.0003101912,0.00010609604,0.0002594862,0.00010691656],"genre_scores_gemma":[0.9885746,0.00004444297,0.011012499,0.000037733764,0.000049647137,0.000058483904,0.000073891555,0.000038416565,0.00011025056],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889636,0.000010863413,0.00048640004,0.00021836435,0.00015710818,0.00023087653],"domain_scores_gemma":[0.9990036,0.00043175463,0.000044950557,0.00026970234,0.00017280657,0.00007720221],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003262596,0.00018947067,0.0003533009,0.00023676673,0.00006377271,0.000026891703,0.000079138685,0.0001089861,0.000069588685],"category_scores_gemma":[0.0001303731,0.00020203459,0.00017999597,0.00024079444,0.000040466737,0.00006985801,0.00001551203,0.00017947241,0.0000033305107],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010199966,0.000003307105,0.00022581262,0.0009256358,0.00011083899,8.623019e-7,0.00009260893,0.9757079,0.021188619,0.00051698077,0.00040200914,0.0008152268],"study_design_scores_gemma":[0.00039446677,0.00010980573,0.0078144735,0.00022390351,0.00010071085,0.0000025173738,0.000045203124,0.96699196,0.0062576053,0.000007356384,0.017859342,0.00019265439],"about_ca_topic_score_codex":0.00006131423,"about_ca_topic_score_gemma":0.00000264175,"teacher_disagreement_score":0.0900885,"about_ca_system_score_codex":0.000039191542,"about_ca_system_score_gemma":0.000051171133,"threshold_uncertainty_score":0.8238731},"labels":[],"label_agreement":null},{"id":"W4403334721","doi":"10.1007/s10518-024-02037-1","title":"Exploring the seismic performance of corroded RC frames with masonry infills","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; Structural engineering; Hydrogeology; Geology; Structural geology; Geotechnical engineering; Engineering; Unreinforced masonry building; Seismology","score_opus":0.016634063151620047,"score_gpt":0.17903841116134112,"score_spread":0.16240434800972106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403334721","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99455535,0.0009449313,0.0026929304,0.00012619986,0.0005090143,0.00015265198,0.000009194301,0.00036373708,0.0006459817],"genre_scores_gemma":[0.998602,0.00027411323,0.0008468272,0.000012718849,0.00006212311,0.000032668922,0.0000023785817,0.00004769278,0.00011947635],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990844,0.000011588206,0.00030540646,0.00016260821,0.00020817069,0.00022780651],"domain_scores_gemma":[0.99933314,0.00021748153,0.000023459446,0.00032956726,0.000042374453,0.000053971533],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022179213,0.00018854352,0.00023841199,0.000098590135,0.000025136216,0.000025779289,0.00016596993,0.0000426998,0.00019808371],"category_scores_gemma":[0.000053759908,0.0001396857,0.00008307509,0.00024651625,0.000049675356,0.000065517466,0.00003822236,0.0002826226,0.00003532114],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027859267,0.000008765099,0.0006183391,0.0017029959,0.00006137577,0.000008756854,0.0012194028,0.9549523,0.0103725875,0.0002611986,0.0009006923,0.029865755],"study_design_scores_gemma":[0.00035979226,0.0002166457,0.047219288,0.0016461279,0.000053737254,0.000040949428,0.0003081127,0.74300164,0.050066866,0.0000031867116,0.15656431,0.0005193147],"about_ca_topic_score_codex":0.000014697079,"about_ca_topic_score_gemma":0.0000014394448,"teacher_disagreement_score":0.21195062,"about_ca_system_score_codex":0.000018858442,"about_ca_system_score_gemma":0.000017051218,"threshold_uncertainty_score":0.56962174},"labels":[],"label_agreement":null},{"id":"W4404588062","doi":"10.1007/s10518-024-02026-4","title":"Correction: Seismic fragility assessment of reinforced concrete and post-tensioned slab-column connections - reliability-based formulations for storey drift limits","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University; Queen's University","funders":"","keywords":"Fragility; Slab; Reliability (semiconductor); Column (typography); Structural engineering; Geology; Geotechnical engineering; Hydrogeology; Engineering; Forensic engineering; Seismology; Physics","score_opus":0.0071318224283621395,"score_gpt":0.22158080161161248,"score_spread":0.21444897918325034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404588062","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86591226,0.00024756396,0.13191819,0.00024880006,0.0007568428,0.00032223936,0.000075887314,0.00031545744,0.00020277133],"genre_scores_gemma":[0.99265325,0.0000457588,0.0067537148,0.000039647122,0.00007120583,0.00006348783,0.00007200061,0.00003725347,0.00026366944],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989012,0.000011904716,0.0004867233,0.00022460481,0.00015747859,0.00021811556],"domain_scores_gemma":[0.99890774,0.0005115973,0.00004891547,0.0002567639,0.00019961092,0.000075372314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031136567,0.00019029071,0.000346325,0.00024219231,0.000077853816,0.000029099208,0.00007109993,0.00011369372,0.000084760824],"category_scores_gemma":[0.00015526518,0.00020601058,0.00018006214,0.00027935219,0.000040959258,0.00007537576,0.000013974329,0.00020371529,0.000003516704],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012378466,0.0000036209153,0.00018786849,0.0006621148,0.00010699081,9.59557e-7,0.0000940374,0.98309755,0.012772148,0.00026314598,0.0014010264,0.0013981796],"study_design_scores_gemma":[0.00036229525,0.00012606135,0.0064497376,0.00025698286,0.000101768586,0.0000046469577,0.000059378395,0.96046287,0.006035917,0.0000043759205,0.02594463,0.00019131626],"about_ca_topic_score_codex":0.00007264017,"about_ca_topic_score_gemma":0.000003829634,"teacher_disagreement_score":0.12674102,"about_ca_system_score_codex":0.000048337428,"about_ca_system_score_gemma":0.000056390658,"threshold_uncertainty_score":0.8400867},"labels":[],"label_agreement":null},{"id":"W4405234287","doi":"10.1007/s10518-024-02060-2","title":"Strain penetration effects on lateral strength and deformation capacity of U-shaped walls","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Geotechnical engineering; Deformation (meteorology); Penetration (warfare); Hydrogeology; Strain (injury); Materials science; Structural engineering; Geology; Composite material; Engineering","score_opus":0.006660097191934459,"score_gpt":0.18860887547429733,"score_spread":0.18194877828236286,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405234287","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99776936,0.0001937087,0.0011087066,0.00002210023,0.00027457968,0.00015846634,0.000025067839,0.00022691138,0.00022107823],"genre_scores_gemma":[0.9977696,0.00002369105,0.0020799185,0.0000038457047,0.000050320246,0.0000073806036,0.00001596457,0.000026722328,0.000022533519],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993049,0.000008640547,0.00025904932,0.000110740904,0.00015714718,0.0001595578],"domain_scores_gemma":[0.9996617,0.00013158367,0.000025048726,0.00011127178,0.000020109435,0.000050304945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008780205,0.00016353412,0.0001827145,0.00014235095,0.000012015612,0.000027696009,0.000059092417,0.00008324727,0.00006221031],"category_scores_gemma":[0.000034684177,0.00016257247,0.00005462235,0.000085481865,0.000014722679,0.000064689244,0.000011070696,0.00016281428,0.00001067789],"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":[0.000021238748,0.0000019926028,0.00016861614,0.0036283552,0.00013584906,0.000016536753,0.0009777844,0.13840374,0.75852025,0.0037780527,0.00014330732,0.09420426],"study_design_scores_gemma":[0.0007171881,0.0003696293,0.095882595,0.001278402,0.00007338576,0.000035359266,0.000026182028,0.36314926,0.53470236,0.00003518305,0.0031566094,0.00057387055],"about_ca_topic_score_codex":0.000016544158,"about_ca_topic_score_gemma":6.1039185e-7,"teacher_disagreement_score":0.22474551,"about_ca_system_score_codex":0.000023137176,"about_ca_system_score_gemma":0.000005132374,"threshold_uncertainty_score":0.6629513},"labels":[],"label_agreement":null},{"id":"W4405271650","doi":"10.1007/s10518-024-02081-x","title":"Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Peak ground acceleration; Structural engineering; Seismic analysis; Seismic hazard; Ductility (Earth science); Displacement (psychology); Acceleration; OpenSees; Resonance (particle physics); Geology; Engineering; Seismology; Ground motion; Materials science; Reinforced concrete; Physics; Composite material; Classical mechanics","score_opus":0.007673590740310848,"score_gpt":0.19384522454234784,"score_spread":0.186171633802037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405271650","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98049957,0.0006059171,0.016279016,0.00038262887,0.0008539998,0.00031302404,0.00004558942,0.0006831737,0.00033709203],"genre_scores_gemma":[0.99632293,0.000044149256,0.0025725164,0.000010657691,0.00024057097,0.000042149113,0.00006000203,0.00007543213,0.0006315741],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989319,0.000004252482,0.00029426214,0.00023500902,0.00017334693,0.0003612157],"domain_scores_gemma":[0.9995372,0.000062545325,0.00001686941,0.00021765108,0.00004881094,0.00011691999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011390623,0.0002335743,0.00028904426,0.00029758087,0.00005738368,0.00006346939,0.00014351576,0.00007929876,0.00016421995],"category_scores_gemma":[0.000040208844,0.00023122031,0.00018399884,0.00036954565,0.000009957146,0.000062155035,0.000025271851,0.00016316831,0.00009528728],"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":[0.000019480298,0.00008586602,0.00017717098,0.0016249972,0.00058817526,0.000019235202,0.0014653194,0.6966698,0.25311556,0.0007980054,0.042167444,0.0032689122],"study_design_scores_gemma":[0.0003489174,0.0001976764,0.007294071,0.000459234,0.00012615765,0.0000104379515,0.0003120348,0.15107553,0.057033964,0.000009092531,0.78250927,0.00062364264],"about_ca_topic_score_codex":0.000049221526,"about_ca_topic_score_gemma":0.0000055237515,"teacher_disagreement_score":0.7403418,"about_ca_system_score_codex":0.000064398504,"about_ca_system_score_gemma":0.000015385813,"threshold_uncertainty_score":0.9428891},"labels":[],"label_agreement":null},{"id":"W4405271854","doi":"10.1007/s10518-024-02053-1","title":"Correction: Exploring the seismic performance of corroded RC frames with masonry infills","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Masonry; Structural geology; Geology; Seismology; Hydrogeology; Structural engineering; Engineering; Geotechnical engineering","score_opus":0.009891660120972326,"score_gpt":0.17689264365957225,"score_spread":0.16700098353859993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405271854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9910308,0.00095280545,0.0044161654,0.00010593678,0.0018560465,0.00015199764,0.000006161395,0.0004241973,0.0010558887],"genre_scores_gemma":[0.99872756,0.00021720493,0.0005105046,0.000012396327,0.000091865455,0.00003601409,0.0000025032791,0.000045327775,0.0003566143],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999092,0.0000126739005,0.00030762627,0.00016839973,0.00020626275,0.00021303435],"domain_scores_gemma":[0.99929404,0.000266104,0.000026130287,0.00031000734,0.00005100316,0.00005273662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020962436,0.00018861053,0.00023397454,0.00009927854,0.000032248245,0.000028533308,0.00014556924,0.00005118254,0.0002814669],"category_scores_gemma":[0.00006692284,0.00014343242,0.00008409315,0.00027869863,0.000049986927,0.000060354527,0.000033813147,0.00032128673,0.000035582725],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027211056,0.000007811401,0.00069007534,0.00092184154,0.000049213722,0.000006185807,0.0009131495,0.9586723,0.0042307037,0.000090598944,0.0038085973,0.030582301],"study_design_scores_gemma":[0.00021480552,0.00015983952,0.027168594,0.0011685151,0.0000356303,0.00004899143,0.0002526915,0.80069196,0.028570076,0.0000014115944,0.14136325,0.0003242478],"about_ca_topic_score_codex":0.000016665923,"about_ca_topic_score_gemma":0.000002235287,"teacher_disagreement_score":0.15798037,"about_ca_system_score_codex":0.000024258523,"about_ca_system_score_gemma":0.000019743262,"threshold_uncertainty_score":0.58490044},"labels":[],"label_agreement":null},{"id":"W4405618024","doi":"10.1007/s10518-024-02074-w","title":"Nonlinear finite element analysis of u-shaped RC core walls: insights from a blind prediction contest","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Carleton University","funders":"","keywords":"CONTEST; Nonlinear system; Finite element method; Core (optical fiber); Structural engineering; Engineering; Physics; Political science; Telecommunications","score_opus":0.019026246210199108,"score_gpt":0.2485521044346386,"score_spread":0.2295258582244395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405618024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98443276,0.0025098862,0.010586463,0.000035447167,0.00077059004,0.00026283404,0.00028491853,0.000992296,0.000124826],"genre_scores_gemma":[0.9842565,0.00023893874,0.015003681,0.0000060874786,0.00024995624,0.000031639916,0.00012835104,0.00005703634,0.000027826052],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985215,0.000012660835,0.00067532645,0.0002571849,0.00029170618,0.00024160495],"domain_scores_gemma":[0.99903643,0.00041033045,0.000060897935,0.0003163692,0.00008120143,0.00009476656],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000121340185,0.0002448986,0.00046904536,0.00059708214,0.00002096577,0.000023030354,0.00016967778,0.00014386077,0.00023845391],"category_scores_gemma":[0.00009246751,0.00025099964,0.00018605245,0.0006793834,0.00002352969,0.000039430925,0.00003995626,0.00027768593,0.000016160282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000892948,0.00006818577,0.0026629851,0.0019427965,0.0036973157,0.000056088757,0.0016919875,0.9342674,0.029672768,0.000583851,0.0012826964,0.023984602],"study_design_scores_gemma":[0.0002796351,0.000108246706,0.04726738,0.00057136145,0.00037997495,0.0000011766515,0.000027956423,0.9157416,0.008574092,0.000020758667,0.026795004,0.00023276333],"about_ca_topic_score_codex":0.00017925576,"about_ca_topic_score_gemma":0.000013997658,"teacher_disagreement_score":0.0446044,"about_ca_system_score_codex":0.00006828007,"about_ca_system_score_gemma":0.00001737688,"threshold_uncertainty_score":0.9999942},"labels":[],"label_agreement":null},{"id":"W4407009895","doi":"10.1007/s10518-025-02108-x","title":"Geotechnical assessment of the 2023 Jajarkot Nepal Earthquake using field observations and remote sensing","year":2025,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Fredericton; University of Alberta","funders":"","keywords":"Hydrogeology; Geology; Structural geology; Field (mathematics); Seismology; Remote sensing; Geotechnical engineering","score_opus":0.009822461668315253,"score_gpt":0.22584986453837702,"score_spread":0.21602740287006178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407009895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.977789,0.00007621905,0.018517185,0.0012468641,0.00019060512,0.00014580626,0.0000045073584,0.000022342303,0.0020074786],"genre_scores_gemma":[0.9709248,0.00003189472,0.028486663,0.00009363235,0.00001666748,2.8561257e-7,7.18705e-7,0.000008492893,0.00043686503],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991472,0.000024801266,0.00027725392,0.0001643365,0.00021853695,0.00016790364],"domain_scores_gemma":[0.9994878,0.00014835717,0.000072594376,0.00023891807,0.000017074444,0.0000352398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028944536,0.00010596554,0.00016724817,0.000034465713,0.00008259556,0.000012999634,0.00011798551,0.00010735068,0.00020836316],"category_scores_gemma":[0.00014918184,0.000081888604,0.000076349635,0.00023044266,0.00006668384,0.00001769116,0.00022723942,0.00022535221,0.0000017344559],"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":[0.000029316354,0.000062344516,0.020163191,0.00022931735,0.00014584434,0.00001323798,0.00014203158,0.8283655,0.04421501,0.0011914214,0.0038978055,0.10154498],"study_design_scores_gemma":[0.00036009302,0.000044312168,0.604701,0.00042110487,0.000054251625,0.000013959182,0.000027310181,0.3350572,0.0019698942,0.00006356684,0.057119794,0.00016756142],"about_ca_topic_score_codex":0.0005309132,"about_ca_topic_score_gemma":0.000026774258,"teacher_disagreement_score":0.58453774,"about_ca_system_score_codex":0.00002930818,"about_ca_system_score_gemma":0.000021241052,"threshold_uncertainty_score":0.33393204},"labels":[],"label_agreement":null},{"id":"W4407903946","doi":"10.1007/s10518-024-02090-w","title":"Seismic retrofit of pre-damaged RC elements using thin strain-hardening cementitious composite jackets","year":2025,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","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":"York University","funders":"","keywords":"Strain hardening exponent; Structural engineering; Hydrogeology; Composite number; Hardening (computing); Cementitious; Strain (injury); Geotechnical engineering; Materials science; Geology; Composite material; Engineering; Cement","score_opus":0.008231905963683147,"score_gpt":0.21925643073766532,"score_spread":0.21102452477398218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407903946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9769273,0.0003697626,0.020620275,0.000023414523,0.00050841476,0.00031158957,0.000052781492,0.00028172342,0.00090476347],"genre_scores_gemma":[0.9773929,0.000026961823,0.022190617,0.00001634417,0.000038701666,0.000008813256,0.000026725493,0.00005621992,0.00024270393],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99823016,0.000022092097,0.00076281617,0.00023250736,0.000323109,0.0004293411],"domain_scores_gemma":[0.99923074,0.000088841465,0.00013196726,0.0003764651,0.000094530136,0.00007743075],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020756252,0.00032260022,0.0004714086,0.00032768128,0.00005261272,0.000033475335,0.00030850968,0.00013037285,0.00027832022],"category_scores_gemma":[0.0000616866,0.00039109655,0.00016312553,0.00027571124,0.00004301935,0.00006138468,0.00009669171,0.00032534223,0.000008413096],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001796192,0.0000015922053,0.0012108468,0.00044374514,0.00016482473,0.0000073898655,0.000121828496,0.73502576,0.2610637,0.00013129329,0.00018454413,0.0016265367],"study_design_scores_gemma":[0.0021757581,0.00011704277,0.082140006,0.0015647799,0.0002702404,0.000024962292,0.00013171943,0.5508424,0.35432228,0.000021030479,0.0074962694,0.00089347793],"about_ca_topic_score_codex":0.00006134722,"about_ca_topic_score_gemma":6.3515654e-7,"teacher_disagreement_score":0.18418333,"about_ca_system_score_codex":0.00008793796,"about_ca_system_score_gemma":0.000025662,"threshold_uncertainty_score":0.9998541},"labels":[],"label_agreement":null},{"id":"W4407957148","doi":"10.1007/s10518-025-02114-z","title":"Near-fault ground motions and regional shaking damage assessment of the 2024 Noto Peninsula Earthquake in Japan","year":2025,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Earthquake Research Institute, University of Tokyo; Disaster Prevention Research Institute, Kyoto University; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Seismology; Geology; Hydrogeology; Peninsula; Structural geology; Ground motion; Fault (geology); Geotechnical engineering; Geography; Archaeology","score_opus":0.007221827807089649,"score_gpt":0.22049014544547152,"score_spread":0.21326831763838186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407957148","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99575806,0.0003721212,0.0013381222,0.00035817613,0.00018806288,0.00013462028,0.000008291033,0.000047642854,0.0017948803],"genre_scores_gemma":[0.99774885,0.00010714525,0.0015371194,0.000046470883,0.000031950836,0.0000166389,0.000004752969,0.000019567147,0.00048750895],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9989836,0.00001735292,0.00040237774,0.00017231543,0.0001923184,0.00023201577],"domain_scores_gemma":[0.99950695,0.00008640457,0.00004936815,0.0002834025,0.000036887956,0.0000370076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023166845,0.00017319182,0.0002889803,0.0002077306,0.000057469166,0.00003182429,0.00018502849,0.00007969776,0.00011087467],"category_scores_gemma":[0.000039632552,0.00016095268,0.00010829484,0.00048803783,0.00006105482,0.00004639534,0.00007589868,0.00029087017,0.000003151578],"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":[0.0000030026677,0.000036066464,0.029230824,0.0003619403,0.000114348026,0.0000027714768,0.00027581365,0.9613626,0.0031411555,0.0011892037,0.0007675046,0.0035147534],"study_design_scores_gemma":[0.00030498023,0.000011509395,0.6221234,0.0003664352,0.000029968463,0.0000028723896,0.00011796976,0.36165264,0.00023836191,0.00001110709,0.015016103,0.0001246597],"about_ca_topic_score_codex":0.00012539758,"about_ca_topic_score_gemma":0.00003415249,"teacher_disagreement_score":0.59971,"about_ca_system_score_codex":0.000030846437,"about_ca_system_score_gemma":0.000030718697,"threshold_uncertainty_score":0.656346},"labels":[],"label_agreement":null},{"id":"W4411625883","doi":"10.1007/s10518-025-02192-z","title":"Use of post-earthquake point cloud data for forensic evaluation of failures in masonry structures","year":2025,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Masonry; Seismology; Structural geology; Geology; Cloud computing; Hydrogeology; Forensic science; Forensic engineering; Engineering; Computer science; Geotechnical engineering; Structural engineering; Geography; Archaeology","score_opus":0.04728351231025462,"score_gpt":0.2514932775946678,"score_spread":0.20420976528441315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411625883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970191,0.001021467,0.00031503543,0.00022649612,0.0002956146,0.00038536976,0.0005664248,0.000017794639,0.0001526612],"genre_scores_gemma":[0.9918925,0.000019812678,0.0075465026,0.000022623573,0.000032549884,0.0000023418345,0.00040358907,0.0000050711315,0.00007502186],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9987023,0.00008968638,0.00046167843,0.00023906743,0.0003006546,0.00020660355],"domain_scores_gemma":[0.9987105,0.00051260344,0.00012552002,0.0004019558,0.00021397292,0.000035445933],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011470903,0.00013979954,0.00031116747,0.00014302097,0.000024832238,0.000016814149,0.0002570731,0.00008200615,0.00045893292],"category_scores_gemma":[0.0011228855,0.00012348277,0.00007126811,0.00019072636,0.000046613433,0.00008183864,0.00003123183,0.0001006602,0.0000025252245],"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":[0.00036807504,0.00005793889,0.09275884,0.0011024054,0.00016989859,0.0000031303773,0.0005111323,0.64553183,0.001914709,0.0010327678,0.0049358467,0.25161344],"study_design_scores_gemma":[0.000635428,0.00012071774,0.9384475,0.00025665408,0.000048517806,0.000001881549,0.0002257371,0.046786945,0.0013242548,0.00012512573,0.011870704,0.00015654716],"about_ca_topic_score_codex":0.0019920678,"about_ca_topic_score_gemma":0.0023384318,"teacher_disagreement_score":0.84568864,"about_ca_system_score_codex":0.0000033805475,"about_ca_system_score_gemma":0.000055978926,"threshold_uncertainty_score":0.50354815},"labels":[],"label_agreement":null},{"id":"W4411808185","doi":"10.1007/s10518-025-02206-w","title":"Seismic fragility analysis of a three-story cross-laminated timber building considering near and far field ground motions","year":2025,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Wood Treatment and Properties","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":"Learning Partnership","funders":"","keywords":"Fragility; Geology; Field (mathematics); Hydrogeology; Seismic analysis; Near and far field; Seismology; Geotechnical engineering; Structural engineering; Engineering; Civil engineering; Forensic engineering; Physics; Mathematics","score_opus":0.008710324441137526,"score_gpt":0.21060710422974974,"score_spread":0.2018967797886122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411808185","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9751929,0.0020905235,0.021481885,0.00009629389,0.00013548692,0.00011803327,0.000013419225,0.00016166255,0.000709797],"genre_scores_gemma":[0.99549055,0.00005666538,0.004218724,0.000013902816,0.00001105436,0.000012222079,0.000005975626,0.000019805928,0.00017108537],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991694,0.000015701064,0.00032217955,0.0001835035,0.00010115928,0.00020803108],"domain_scores_gemma":[0.99938875,0.00023616692,0.000039029634,0.00023776788,0.000055432058,0.000042835367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017453096,0.0001904048,0.00039693576,0.00028643568,0.00007179091,0.000037763122,0.00008566957,0.000106463194,0.00014968126],"category_scores_gemma":[0.00011101641,0.00020241804,0.00013208929,0.00040003104,0.00006706708,0.00004194275,0.000049983515,0.0001827988,0.000002955014],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009099634,0.000020577168,0.018229367,0.00032320546,0.0011926527,0.000003558705,0.00019340595,0.9758591,0.0018757983,0.00019253537,0.00011252862,0.0019881593],"study_design_scores_gemma":[0.00043917392,0.00004906152,0.32400382,0.00018113307,0.0005529766,0.000002277381,0.000029611481,0.6579026,0.008513852,0.00002692237,0.008039571,0.00025897406],"about_ca_topic_score_codex":0.00019031536,"about_ca_topic_score_gemma":0.000023446117,"teacher_disagreement_score":0.31795648,"about_ca_system_score_codex":0.000024610878,"about_ca_system_score_gemma":0.000011783799,"threshold_uncertainty_score":0.82543683},"labels":[],"label_agreement":null},{"id":"W4414112282","doi":"10.1007/s10518-025-02251-5","title":"Characteristic earthquake recurrence and time-dependent seismic hazard modeling for the North and East Anatolian Faults","year":2025,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"North Anatolian Fault; Seismic hazard; Fault (geology); Hydrogeology; Hazard; Seismic gap; Probabilistic logic; Exponential function","score_opus":0.010541316732501908,"score_gpt":0.19484240571500822,"score_spread":0.1843010889825063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414112282","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9869934,0.0054577924,0.0051759207,0.0010521647,0.00026034942,0.00043591947,0.00013078093,0.000061601655,0.00043209372],"genre_scores_gemma":[0.99817616,0.0006049667,0.00063131354,0.00010848018,0.00006327604,0.000010661221,0.000020563515,0.000008240656,0.00037634952],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99875957,0.00002612652,0.00033551487,0.00034801097,0.00016883457,0.0003619262],"domain_scores_gemma":[0.9990324,0.0005217797,0.000073882824,0.00021758677,0.00006980139,0.000084563144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029023862,0.00023216328,0.0003249356,0.00011355183,0.00024325798,0.00005498357,0.00016757728,0.00006607714,0.00012802897],"category_scores_gemma":[0.00022082495,0.00018482382,0.000066556495,0.0001470331,0.000086012355,0.000042551394,0.000043061314,0.00019049477,0.000026768394],"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":[0.00021488895,0.000027500806,0.157343,0.0007424167,0.00036180337,0.00001712885,0.0008828558,0.26792806,0.000039381088,0.00032552745,0.0007386241,0.5713788],"study_design_scores_gemma":[0.00042971462,0.00008324708,0.5620193,0.00016193626,0.000054088763,0.000013680987,0.000101362515,0.4221124,0.000014296234,0.000034461245,0.01476825,0.0002072881],"about_ca_topic_score_codex":0.0002944806,"about_ca_topic_score_gemma":0.00038222206,"teacher_disagreement_score":0.5711715,"about_ca_system_score_codex":0.0000025684187,"about_ca_system_score_gemma":0.000030493557,"threshold_uncertainty_score":0.75368965},"labels":[],"label_agreement":null},{"id":"W4414931429","doi":"10.1007/s10518-026-02471-3","title":"Performance of Hollow Frictional Fibre-Reinforced Polymer (FRP) Piles in Saturated Cohesionless Soils using Shaking Table Tests","year":2025,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Earthquake shaking table; Pile; Acceleration; Laminar flow; Fibre-reinforced plastic; Kinematics; Seismic loading","score_opus":0.006665856904814256,"score_gpt":0.1931067456443682,"score_spread":0.18644088873955394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414931429","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9890863,0.0006752967,0.009039671,0.000017833447,0.00027940585,0.000151978,0.00000981846,0.0002453129,0.0004944238],"genre_scores_gemma":[0.9981913,0.00006565339,0.0014996516,0.0000059395625,0.0000280816,0.000012955672,0.000011721953,0.000036765017,0.000147947],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986916,0.000011414825,0.00058277283,0.00018221418,0.00020363898,0.00032833262],"domain_scores_gemma":[0.99941474,0.00017361574,0.00006119742,0.00022118479,0.000078952886,0.000050322746],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020218882,0.00023109869,0.00037435078,0.00037111423,0.000034923847,0.000015362139,0.00015592188,0.00017422634,0.00006132971],"category_scores_gemma":[0.00017112626,0.00026224757,0.00007322985,0.00073444884,0.000022936078,0.000064085434,0.000042114796,0.00025287492,0.0000032409753],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011806535,0.000012201719,0.0007673249,0.00050635025,0.000025043653,0.0000014971062,0.00003971451,0.9475237,0.04985927,0.00040903813,0.00004110547,0.00080290716],"study_design_scores_gemma":[0.00034851665,0.000029229173,0.036166232,0.0010251527,0.000014489483,0.000003992928,0.00001606615,0.931164,0.0304146,0.000001184414,0.00058842293,0.0002280635],"about_ca_topic_score_codex":0.000085977794,"about_ca_topic_score_gemma":0.000002804995,"teacher_disagreement_score":0.035398908,"about_ca_system_score_codex":0.000061490755,"about_ca_system_score_gemma":0.000037045855,"threshold_uncertainty_score":0.99998295},"labels":[],"label_agreement":null},{"id":"W4416295858","doi":"10.1007/s10518-025-02320-9","title":"Seismic fragility assessment of highway bridges designed with extended pile-shafts using three-dimensional complete numerical models under multiple uncertainties","year":2025,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; Latin hypercube sampling; Incremental Dynamic Analysis; Bridge (graph theory); Pile; Stiffness; Seismic analysis; Seismic loading; Limit state design; Earthquake engineering","score_opus":0.018332473962714577,"score_gpt":0.22892344155027766,"score_spread":0.21059096758756307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416295858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.53394777,0.00020925993,0.4654191,0.00004963985,0.00007422816,0.00010282511,0.000017434386,0.00010579488,0.00007394365],"genre_scores_gemma":[0.964176,0.000015018759,0.03563048,0.000044453634,0.000028978782,0.000014494911,0.000019739182,0.000036826263,0.000034017354],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984947,0.000024207897,0.0005180688,0.00027556205,0.00033003985,0.0003574529],"domain_scores_gemma":[0.9991638,0.0002113739,0.00008510247,0.00034607344,0.00012468551,0.00006897356],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00021218567,0.0003011869,0.0005888072,0.0002470887,0.00006396954,0.000018148863,0.00019025763,0.000094636634,0.000072392315],"category_scores_gemma":[0.000018549003,0.00028630428,0.0001475885,0.00033535316,0.00007150039,0.000069611226,0.000059631253,0.00022923604,0.000002461397],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020107907,0.000046316818,0.0019925253,0.00024251483,0.00026007087,0.0000026351981,0.000023778488,0.9918372,0.004669207,0.00017119008,0.00010655657,0.00062791567],"study_design_scores_gemma":[0.00060882024,0.00004641699,0.058190174,0.00030997457,0.00008467408,0.0000039719102,0.00003890768,0.93802774,0.0019578838,0.000038196657,0.00043830788,0.00025492572],"about_ca_topic_score_codex":0.00036318504,"about_ca_topic_score_gemma":0.000010056102,"teacher_disagreement_score":0.43022823,"about_ca_system_score_codex":0.00008724172,"about_ca_system_score_gemma":0.000066748034,"threshold_uncertainty_score":0.99995893},"labels":[],"label_agreement":null}]}