{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":81,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":81,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"f2a1a03c364e","filters":{"venue":"Bulletin of Earthquake Engineering"}},"results":[{"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia; University of Auckland","keywords":"Demolition; Government (linguistics); Closure (psychology); Damages; Business; Forensic engineering; Engineering; Civil engineering; Economics; Political science","authors":[{"name":"Frédéric Marquis","is_ca":true},{"name":"Jenna Jihyun Kim","is_ca":true},{"name":"Kenneth J. Elwood","is_ca":false},{"name":"Stephanie E. Chang","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04443692867438653,"gpt":0.2381651322220906,"spread":0.1937282035477041,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000392104,0.0002778672,0.0003810441,0.0007749404,0.001202164,0.002132114,0.0008925828,0.0007291065,0.004313031],"category_scores_gemma":[0.003366691,0.0004048354,0.0003148513,0.001516938,0.001254872,0.001827976,0.001090939,0.0009172204,0.0003093589],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01069771,"about_ca_system_score_gemma":0.004504823,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.8751869,"about_ca_topic_score_gemma":0.9464261,"domain_scores_codex":[0.999669,0.00005332416,0.00001637093,0.00005138174,0.0000579396,0.0001520876],"domain_scores_gemma":[0.9988734,0.0004189026,0.000280969,0.00003450184,0.0002234985,0.0001686904],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"qualitative","study_design_scores_codex":[0.0005421953,0.0005443242,0.7588947,0.000220614,0.0002323116,0.004206274,0.03003884,0.1393014,0.0031528,0.01264664,0.003368419,0.04685139],"study_design_scores_gemma":[0.00001715475,0.0001286295,0.8663517,0.00008082481,0.00006012693,0.00009544475,0.05831673,0.0683023,0.0003078897,0.002592181,0.003693619,0.00005350116],"study_design_candidate":"qualitative","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9964966,0.00005126379,0.0002511502,0.0002398461,0.000001453267,0.00002004297,0.0001916069,0.0000020346,0.002746126],"genre_scores_gemma":[0.998726,0.00009868982,0.0001529525,0.000008885829,0.000001174155,0.000007238872,0.00009059829,0.000002170235,0.0009122469],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8751869,"threshold_uncertainty_score":0.2510962,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"M. Shahria Alam","is_ca":true},{"name":"M. A. Rahman Bhuiyan","is_ca":true},{"name":"A. H. M. Muntasir Billah","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008300659401871305,"gpt":0.2194957346309466,"spread":0.2111950752290753,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002194768,0.0003775064,0.0003159049,0.0007981145,0.0002397794,0.0002100104,0.0004596968,0.0005070848,0.001295577],"category_scores_gemma":[0.0003096555,0.0001760282,0.0004279385,0.0003044995,0.0002262292,0.0002755829,0.0002792006,0.000150686,0.0001985636],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002513624,"about_ca_system_score_gemma":0.0001617362,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002718298,"about_ca_topic_score_gemma":0.005077363,"domain_scores_codex":[0.9999015,0.00001465096,0.000006559417,0.00001832474,0.00002921201,0.00002970213],"domain_scores_gemma":[0.9997439,0.00006091875,0.0000521542,0.00001874315,0.00007966996,0.00004464313],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.007248039,0.0009086375,0.1929549,0.0002378359,0.0002842177,0.002699569,0.0008552459,0.3648683,0.3879027,0.0007925236,0.0005724118,0.0406757],"study_design_scores_gemma":[0.00006090925,0.002996115,0.4592125,0.00002030844,0.000241424,0.0003797256,0.000866886,0.498674,0.03692644,0.0002097536,0.0003629568,0.00004898828],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995111,0.00000931648,0.0002689669,0.000002285441,6.861798e-7,0.000001195342,0.00001947583,0.000005521084,0.000181354],"genre_scores_gemma":[0.9997635,0.000005424513,0.00007121,6.861188e-7,4.39054e-7,0.000001126463,0.00002723719,7.563953e-7,0.000129571],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002718298,"threshold_uncertainty_score":0.00540489,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Hadi Ghofrani","is_ca":true},{"name":"Gail M. Atkinson","is_ca":true},{"name":"Katsuichiro Goda","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007541075396612052,"gpt":0.2029811300798463,"spread":0.1954400546832342,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001374241,0.000428825,0.0005411549,0.0003592666,0.0005697181,0.0006956311,0.0007370892,0.001029872,0.002524093],"category_scores_gemma":[0.007605503,0.000217317,0.0003679905,0.0003815583,0.0004212445,0.0005853522,0.0006206716,0.0009102005,0.0002390294],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007543981,"about_ca_system_score_gemma":0.002647873,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03097205,"about_ca_topic_score_gemma":0.05866171,"domain_scores_codex":[0.9995084,0.0003016576,0.00003082355,0.00003860271,0.00006427336,0.00005631958],"domain_scores_gemma":[0.9981579,0.0009296168,0.0001655361,0.00009921086,0.0005284478,0.0001192811],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.002045842,0.001307112,0.117502,0.000444946,0.0002758605,0.001843847,0.000561706,0.6604603,0.01144489,0.009927701,0.01214907,0.1820367],"study_design_scores_gemma":[0.0005415819,0.001205337,0.2047409,0.000195895,0.0007097941,0.0002824364,0.003305387,0.7617886,0.004781262,0.01341629,0.008886924,0.0001456715],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9214202,0.001747124,0.04456352,0.01600775,0.0009856216,0.0002465439,0.0009496329,0.0001678307,0.01391172],"genre_scores_gemma":[0.9912246,0.0005957434,0.006087725,0.0003614996,0.0001387785,0.00005237242,0.000126757,0.00003753533,0.001375049],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03097205,"threshold_uncertainty_score":0.06158358,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Yavuz Kaya","is_ca":true},{"name":"Erdal Şafak","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01142988948981099,"gpt":0.251514462072259,"spread":0.240084572582448,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003734288,0.0003803341,0.0003043552,0.0009456176,0.0001716478,0.0005066666,0.0003400409,0.0004390029,0.001178971],"category_scores_gemma":[0.001489457,0.0001206744,0.000149574,0.0005901457,0.0001952946,0.0003955741,0.0003162584,0.0002901644,0.0004382699],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001264232,"about_ca_system_score_gemma":0.0001938018,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007062861,"about_ca_topic_score_gemma":0.0008645428,"domain_scores_codex":[0.9996749,0.00005239352,0.00001763518,0.00006766769,0.0001607706,0.00002666352],"domain_scores_gemma":[0.9992566,0.0003345413,0.00009865434,0.00007822143,0.0001993909,0.00003262418],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0009197439,0.0002406911,0.02347106,0.0003439117,0.00007082368,0.0004561668,0.0004451616,0.02080224,0.4309958,0.0009823301,0.003094758,0.5181774],"study_design_scores_gemma":[0.00006229631,0.0005806779,0.1456802,0.00004155777,0.00009163786,0.0006618042,0.0003587692,0.7145878,0.1298156,0.002155331,0.005903149,0.00006110712],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.5652601,0.0006471451,0.4268918,0.0002473558,0.0001417022,0.0001095587,0.001272122,0.002204586,0.003225615],"genre_scores_gemma":[0.9433228,0.0001788126,0.05447948,0.0000448912,0.000081023,0.00004877855,0.0007142039,0.00007274737,0.001057317],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.001178971,"threshold_uncertainty_score":0.003944099,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Josip Atalić","is_ca":false},{"name":"Mario Uroš","is_ca":false},{"name":"Marta Šavor Novak","is_ca":false},{"name":"Marija Demšić","is_ca":false},{"name":"Miroslav Nastev","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004733154522817976,"gpt":0.1859132049291869,"spread":0.1811800504063689,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003726397,0.0004375867,0.0002446117,0.0005810413,0.0004762489,0.001031793,0.0003141248,0.0006004998,0.005121469],"category_scores_gemma":[0.0005538659,0.0001279239,0.0002062087,0.0006065568,0.0002104107,0.0002970216,0.0007365457,0.0004578755,0.001032239],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001302111,"about_ca_system_score_gemma":0.001054185,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04816585,"about_ca_topic_score_gemma":0.09403688,"domain_scores_codex":[0.9997796,0.00002523238,0.00001007093,0.00002236215,0.00006499673,0.00009784253],"domain_scores_gemma":[0.9998631,0.000007718031,0.00003230829,0.000005898716,0.00004605508,0.00004487166],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.002162542,0.0008023603,0.6443407,0.0008789928,0.000273523,0.007015752,0.001881642,0.03390898,0.01078084,0.003577858,0.07795797,0.2164189],"study_design_scores_gemma":[0.00002476472,0.0001620487,0.9802638,0.0001047411,0.00002505869,0.0002825515,0.001367914,0.00154267,0.0003856492,0.0001865911,0.01564165,0.00001260159],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9542325,0.002268912,0.0008178519,0.00119599,0.0004208054,0.0001251166,0.006327128,0.0001163854,0.03449534],"genre_scores_gemma":[0.9829671,0.001101404,0.0006528337,0.0001318204,0.00007939307,0.0000275056,0.004107932,0.0000318336,0.01090014],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04816585,"threshold_uncertainty_score":0.09577101,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Seyyed Nima Mahmoudi","is_ca":true},{"name":"Luc Chouinard","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00918663443670964,"gpt":0.2214639070182429,"spread":0.2122772725815333,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004875961,0.0005135603,0.0004734965,0.001092745,0.0002184425,0.0003437834,0.0003615663,0.0006257688,0.0008478084],"category_scores_gemma":[0.001363703,0.0002054521,0.0004229022,0.0003906955,0.0001489691,0.00046269,0.0002707413,0.0003158561,0.0001390424],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002203865,"about_ca_system_score_gemma":0.0002667389,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001866558,"about_ca_topic_score_gemma":0.001613815,"domain_scores_codex":[0.9998486,0.00004564065,0.00001109857,0.00002460467,0.0000447993,0.00002525868],"domain_scores_gemma":[0.9993743,0.0003411846,0.0000703456,0.00003048361,0.0001514692,0.00003231498],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002177239,0.000108059,0.008201872,0.0000510741,0.00005238966,0.00007864078,0.00003153734,0.8708879,0.006003538,0.0004658555,0.0004250738,0.1134763],"study_design_scores_gemma":[0.000001166115,0.00002972974,0.001589098,0.000001443053,0.000003682011,0.000004925745,0.000008308475,0.9977653,0.0004309312,0.0001399862,0.00002357106,0.00000193455],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8289819,0.0002134385,0.1691709,0.00008782888,0.00001736447,0.00002364789,0.0001028849,0.0002350403,0.001166945],"genre_scores_gemma":[0.9952513,0.00002467986,0.004428173,0.0000027312,0.000004535078,0.000007320847,0.00005387677,0.000003000381,0.0002242974],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001866558,"threshold_uncertainty_score":0.003711402,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"M. Shahria Alam","is_ca":true},{"name":"M. A. Rahman Bhuiyan","is_ca":true},{"name":"A. H. M. Muntasir Billah","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009314656829523869,"gpt":0.2280541665779593,"spread":0.2187395097484354,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006510718,0.001728382,0.001319901,0.00211929,0.001832578,0.0009401073,0.001558209,0.003185428,0.02922605],"category_scores_gemma":[0.00873729,0.0007580048,0.0007516289,0.001576355,0.0007238552,0.0009028212,0.0007939311,0.001871089,0.01760628],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001588167,"about_ca_system_score_gemma":0.001998987,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01618644,"about_ca_topic_score_gemma":0.0208449,"domain_scores_codex":[0.9991589,0.00008275965,0.0001967594,0.00008650891,0.0003987545,0.00007628561],"domain_scores_gemma":[0.9942756,0.0007598489,0.0003664675,0.0002742242,0.004094663,0.0002291681],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.000221477,0.00007271677,0.0007632373,0.0003046479,0.00001662545,0.001483629,0.00008917988,0.0004382943,0.0006285495,0.0005986683,0.976413,0.01897005],"study_design_scores_gemma":[0.0001010063,0.0003921615,0.02229133,0.0006068694,0.0001307308,0.001853722,0.00072984,0.001591929,0.002794249,0.0009364518,0.9684609,0.0001108327],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"editorial","genre_gemma":"other","genre_scores_codex":[0.01529171,0.003223568,0.00294405,0.03563036,0.9091044,0.0002102097,0.008577694,0.0009796584,0.02403838],"genre_scores_gemma":[0.109976,0.01149133,0.01328439,0.0286589,0.08314982,0.0004549061,0.01771108,0.001281597,0.733992],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.02922605,"threshold_uncertainty_score":0.09777093,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Giuseppe Marcantonio Del Gobbo","is_ca":false},{"name":"A. Blakeborough","is_ca":false},{"name":"M. S. Williams","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006842290572229385,"gpt":0.1969309548417124,"spread":0.190088664269483,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004286624,0.0006983129,0.0003278999,0.0006573115,0.0001262372,0.0006707726,0.0005415355,0.0003341566,0.001577369],"category_scores_gemma":[0.0009903598,0.0001520603,0.0003730018,0.000272221,0.0002189144,0.0004613579,0.0006810702,0.0002798247,0.0004691529],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002677824,"about_ca_system_score_gemma":0.0001735647,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007979486,"about_ca_topic_score_gemma":0.001172523,"domain_scores_codex":[0.999741,0.00003879554,0.00001552491,0.00003231932,0.0001320156,0.00004035349],"domain_scores_gemma":[0.9996613,0.0001338459,0.00006947231,0.00004591624,0.00005459833,0.00003480332],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0004718474,0.0003587006,0.006753992,0.0004087892,0.00005734673,0.0001506253,0.0002160251,0.3966985,0.3892531,0.001351038,0.0004211112,0.203859],"study_design_scores_gemma":[0.00005076018,0.001859898,0.01304545,0.0000625813,0.000100035,0.0002007776,0.0001641023,0.7653654,0.2133599,0.0007815986,0.004933487,0.00007600047],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.849946,0.0007036112,0.1427149,0.00007232091,0.00002645256,0.00003249541,0.00008289767,0.000761556,0.005659763],"genre_scores_gemma":[0.9863215,0.0001368331,0.01271712,0.00001009436,0.00000299789,0.000008378559,0.00003287103,0.00002699844,0.00074337],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001577369,"threshold_uncertainty_score":0.005276859,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Giuseppe Campione","is_ca":false},{"name":"Liborio Cavaleri","is_ca":false},{"name":"Giuseppe Macaluso","is_ca":false},{"name":"Giuseppina Amato","is_ca":false},{"name":"Fabio Di Trapani","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007654859808440704,"gpt":0.2087505928267755,"spread":0.2010957330183348,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002415271,0.0006781006,0.000796234,0.0004045931,0.0003018976,0.0006955821,0.001172774,0.001333992,0.003536459],"category_scores_gemma":[0.0008259998,0.000338395,0.0005637897,0.0003583579,0.0003175842,0.0006581857,0.0003378005,0.0003539833,0.0006567133],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004552901,"about_ca_system_score_gemma":0.0008402598,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01454592,"about_ca_topic_score_gemma":0.01644366,"domain_scores_codex":[0.9998822,0.00003033801,0.000006859873,0.00002004172,0.00004046822,0.00001994545],"domain_scores_gemma":[0.9997614,0.00007247777,0.00002950079,0.0000287817,0.00008895673,0.00001888872],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002346973,0.00002540875,0.0005468954,0.00002937602,0.000007931824,0.0001112641,0.0000213469,0.9899812,0.00288905,0.0008314074,0.0001314876,0.0054011],"study_design_scores_gemma":[0.000002739187,0.00001289079,0.0002653251,0.000004298289,0.000006138804,0.00001128328,0.000007561479,0.9988702,0.0005121611,0.0001181364,0.0001863537,0.000002961287],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5203909,0.0006189463,0.4452407,0.0001819012,0.0001565158,0.0001357705,0.0009741061,0.000617728,0.03168342],"genre_scores_gemma":[0.9774532,0.0002427607,0.01735528,0.00002163733,0.00001536438,0.00004863726,0.000194809,0.00009769963,0.004570611],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01454592,"threshold_uncertainty_score":0.0289225,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Sonia Parvanova","is_ca":false},{"name":"Petia Dineva","is_ca":false},{"name":"George D. Manolis","is_ca":false},{"name":"Frank Wuttke","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003950356091347287,"gpt":0.1633266970572688,"spread":0.1593763409659215,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003662961,0.0002366391,0.0003449385,0.000304676,0.0001662389,0.0003346644,0.0004095609,0.0005356314,0.001749474],"category_scores_gemma":[0.001779079,0.0001803252,0.0002652336,0.0003681547,0.0003902968,0.0003164641,0.0003977161,0.0002732724,0.0001774613],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001941867,"about_ca_system_score_gemma":0.0002860822,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003978846,"about_ca_topic_score_gemma":0.002302752,"domain_scores_codex":[0.9998456,0.00005036551,0.000008473039,0.00002705845,0.00002757571,0.00004098125],"domain_scores_gemma":[0.9990166,0.0004530656,0.00007837363,0.00006964568,0.0001891058,0.0001932084],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.006115122,0.0008204758,0.08231641,0.0001558173,0.0001588244,0.001855811,0.0005614054,0.772612,0.1145637,0.00134529,0.001114838,0.01838045],"study_design_scores_gemma":[0.00006729102,0.0004530689,0.0621554,0.00001297117,0.0000233887,0.0002191279,0.0004208697,0.9317256,0.004387755,0.0003667727,0.0001390095,0.00002878352],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988595,0.00001303394,0.0006521564,0.00001349457,0.000003154291,0.000003440795,0.00006246923,0.00001372969,0.000379046],"genre_scores_gemma":[0.9994004,0.00001381528,0.0002001945,0.000003867231,0.000001389382,0.000002042035,0.00008585693,0.000003113809,0.0002892657],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003978846,"threshold_uncertainty_score":0.007911384,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Hadi Ghofrani","is_ca":true},{"name":"Gail M. Atkinson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02824197765284355,"gpt":0.2467927776787911,"spread":0.2185508000259475,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002373801,0.0005140741,0.0003336574,0.0004435608,0.0002990981,0.0003216183,0.0005478076,0.0004192323,0.0011713],"category_scores_gemma":[0.0009672568,0.0002923066,0.0004079152,0.0005582671,0.0002144651,0.0006869232,0.0001811035,0.000418334,0.0001890835],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006272365,"about_ca_system_score_gemma":0.001082688,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0641797,"about_ca_topic_score_gemma":0.05561026,"domain_scores_codex":[0.9999332,0.00001011487,0.00001005174,0.00002192608,0.00001287092,0.00001185192],"domain_scores_gemma":[0.9996138,0.000141865,0.00004704499,0.00001758979,0.0001618181,0.00001788821],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0000678013,0.00006391534,0.0815133,0.00008952093,0.00003898811,0.0002255952,0.0002132335,0.8854308,0.003612864,0.002005972,0.001534853,0.02520315],"study_design_scores_gemma":[0.00001658706,0.00001313932,0.01952681,0.000005825749,0.00002922455,0.00001572361,0.00006037095,0.9791964,0.0005469344,0.0003633058,0.0002166533,0.000009050139],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9636159,0.0001439458,0.03301765,0.0001586245,0.00002917883,0.00002623138,0.0007003293,0.000136819,0.002171332],"genre_scores_gemma":[0.9949626,0.000116097,0.003796876,0.00001011512,0.000008697376,0.00002179855,0.0004409327,0.0000167972,0.0006261194],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0641797,"threshold_uncertainty_score":0.1276123,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Saber Moradi","is_ca":true},{"name":"Henry V. Burton","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004526189446608251,"gpt":0.1911020021921887,"spread":0.1865758127455804,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003986894,0.0005403581,0.0008166607,0.0003463966,0.000214695,0.0005756862,0.0006488214,0.0007627193,0.003289252],"category_scores_gemma":[0.0007416296,0.0003022795,0.0003483953,0.0002482734,0.0003781588,0.0002613525,0.0003059378,0.000302121,0.0002533877],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003742015,"about_ca_system_score_gemma":0.0004850298,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0046318,"about_ca_topic_score_gemma":0.003330109,"domain_scores_codex":[0.999868,0.00004904306,0.000003918921,0.00001725544,0.00003920725,0.00002246674],"domain_scores_gemma":[0.9998096,0.00009833742,0.00002471718,0.00001122685,0.00004656094,0.000009641421],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001259195,0.0000410669,0.0001687191,0.0000542458,0.00001208092,0.00003405458,0.00002467686,0.9799967,0.009794958,0.001802121,0.0001634536,0.007782026],"study_design_scores_gemma":[0.000008711098,0.00004097889,0.0001153955,0.000001322107,0.0000025283,0.00000178964,0.000007970932,0.9989932,0.0005709096,0.0001453543,0.0001098693,0.000001868222],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.4979972,0.0004039293,0.4838009,0.0001832863,0.00006439744,0.0001131779,0.0001311391,0.0002813292,0.01702465],"genre_scores_gemma":[0.9831432,0.00009574048,0.01348136,0.00001143238,0.000007371983,0.0000539467,0.00004906701,0.00005272542,0.003105075],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0046318,"threshold_uncertainty_score":0.01100367,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"M. H. T. Rayhani","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006385051467601297,"gpt":0.1886454496731586,"spread":0.1822603982055573,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002219457,0.0006340276,0.0005905736,0.0006145833,0.0003823865,0.0008915574,0.00116142,0.001754039,0.002156755],"category_scores_gemma":[0.001212164,0.0004599964,0.0006091113,0.0006603487,0.000510246,0.00057402,0.0006760284,0.0005440696,0.000378295],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007308954,"about_ca_system_score_gemma":0.0007314713,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01479379,"about_ca_topic_score_gemma":0.006844086,"domain_scores_codex":[0.9998621,0.00003857422,0.000008461664,0.00002076059,0.00003299831,0.00003710602],"domain_scores_gemma":[0.9995685,0.0001772804,0.00006239409,0.00003720893,0.00009232918,0.00006219294],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003773824,0.00002313581,0.0009794765,0.00001279442,0.00001595176,0.0001135213,0.00002370512,0.9940296,0.001859864,0.001409404,0.0001660214,0.001328798],"study_design_scores_gemma":[0.000003909215,0.000006189552,0.0002880721,9.918207e-7,0.000003154438,0.000007546263,0.000006855249,0.9993625,0.0001455905,0.0001120801,0.0000601848,0.000002880644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8763182,0.0004479943,0.09688077,0.0005197147,0.000132428,0.00005918363,0.0004348035,0.000776704,0.02443016],"genre_scores_gemma":[0.9948249,0.00009532127,0.002334534,0.00003682372,0.00001318561,0.00001361948,0.00008811599,0.00005356869,0.002540054],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01479379,"threshold_uncertainty_score":0.02941537,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"A. Fouad Hussein","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004139607164200631,"gpt":0.1696951351258499,"spread":0.1655555279616492,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001324651,0.0002177906,0.0003106073,0.0006255888,0.0003439509,0.0004449038,0.0003406374,0.0004119496,0.0032145],"category_scores_gemma":[0.001064832,0.0002477959,0.0002104117,0.0004444941,0.0006116326,0.0002926083,0.000385688,0.0002891711,0.0005026195],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002499605,"about_ca_system_score_gemma":0.0001972439,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003562658,"about_ca_topic_score_gemma":0.003348788,"domain_scores_codex":[0.9998838,0.00001680902,0.000006704439,0.0000168826,0.00002822793,0.00004764978],"domain_scores_gemma":[0.9994197,0.0002087587,0.00007755168,0.00003559675,0.00009792966,0.0001604276],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.008086619,0.0006733591,0.1720458,0.0004163345,0.0002634373,0.007252359,0.003087039,0.4480424,0.3332438,0.002742673,0.001808086,0.02233825],"study_design_scores_gemma":[0.00007806583,0.000902157,0.4766501,0.0000392915,0.00007350642,0.001230488,0.002669067,0.482671,0.03377504,0.001118926,0.000705299,0.00008703278],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987695,0.00002246364,0.0002931814,0.00001230312,0.00000242145,0.000002569832,0.00009147845,0.0000185634,0.0007874843],"genre_scores_gemma":[0.9995325,0.00001115817,0.00004433105,0.000001600161,8.579329e-7,8.471318e-7,0.00008461702,0.000003425382,0.0003207309],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003562658,"threshold_uncertainty_score":0.01075357,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Papia Sultana","is_ca":true},{"name":"Maged A. Youssef","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005626349277988884,"gpt":0.1781019121742617,"spread":0.1724755628962729,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002902259,0.0007561673,0.0004155399,0.0004480503,0.0002301564,0.0002571559,0.00054148,0.0006580141,0.002621556],"category_scores_gemma":[0.0007523847,0.0002012514,0.0002791162,0.0003001733,0.0003191592,0.0002485875,0.000302121,0.0002049336,0.0006939248],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000247039,"about_ca_system_score_gemma":0.0002437457,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002097115,"about_ca_topic_score_gemma":0.001929095,"domain_scores_codex":[0.9998289,0.00002862214,0.00000808505,0.00002709141,0.00004442776,0.00006278005],"domain_scores_gemma":[0.9995048,0.0001453907,0.00007467761,0.00004556478,0.0001566437,0.00007280328],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.01292068,0.0004627949,0.02990363,0.0003375263,0.0001564559,0.001201223,0.0007260137,0.1540159,0.7421793,0.001043466,0.001275497,0.05577769],"study_design_scores_gemma":[0.000220678,0.01402604,0.2495198,0.0001002836,0.0004235611,0.0005210862,0.001474916,0.3814862,0.3492688,0.0003818608,0.00244684,0.0001299602],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987046,0.00003027337,0.0007156107,0.000006539424,0.000007766647,0.000001483962,0.00004626838,0.00002710544,0.0004605329],"genre_scores_gemma":[0.9991991,0.00001958038,0.00015654,0.000001853173,0.000001724593,0.000001549883,0.00006286514,0.000005165582,0.0005517461],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002621556,"threshold_uncertainty_score":0.008769989,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Shuai Li","is_ca":true},{"name":"Farshad Hedayati Dezfuli","is_ca":true},{"name":"Jingquan Wang","is_ca":false},{"name":"M. Shahria Alam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00956645674932538,"gpt":0.2105429384698641,"spread":0.2009764817205387,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002047133,0.0003972811,0.0003365943,0.0005898018,0.000242319,0.000208412,0.0005951461,0.0004289929,0.001194306],"category_scores_gemma":[0.0002858017,0.0001486895,0.0003204699,0.0002960584,0.0002727024,0.0002513169,0.0002742674,0.0001416347,0.0002296976],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000317362,"about_ca_system_score_gemma":0.0001913413,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002308558,"about_ca_topic_score_gemma":0.004794703,"domain_scores_codex":[0.9998916,0.00001480327,0.000005243275,0.00002561452,0.00003895923,0.00002371621],"domain_scores_gemma":[0.9997893,0.00003983415,0.00003932624,0.00002372199,0.00007828791,0.00002954508],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.003456026,0.0009379901,0.08755197,0.0001832949,0.0001751674,0.004554936,0.0005621645,0.2881699,0.5700335,0.0006521154,0.0006623921,0.04306057],"study_design_scores_gemma":[0.00006692515,0.006838184,0.2049931,0.00002329704,0.0003843851,0.001110186,0.001213652,0.6317888,0.1523716,0.0002177492,0.0009278181,0.0000642436],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993159,0.000007287645,0.0003960868,0.000003875366,0.000001285768,0.000002154123,0.00002284126,0.00001192811,0.0002386645],"genre_scores_gemma":[0.9993163,0.000009552776,0.000223345,0.000001709078,6.359016e-7,0.000001990068,0.00003076172,0.00000221241,0.0004135045],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002308558,"threshold_uncertainty_score":0.004590213,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Igor Tomić","is_ca":false},{"name":"Andrea Penna","is_ca":false},{"name":"Matthew J. DeJong","is_ca":true},{"name":"Christoph Butenweg","is_ca":false},{"name":"António A. Correia","is_ca":false},{"name":"Paulo Candeias","is_ca":false},{"name":"Ilaria Senaldi","is_ca":false},{"name":"Gabriele Guerrini","is_ca":false},{"name":"Daniele Malomo","is_ca":true},{"name":"Bastian Valentin Wilding","is_ca":false},{"name":"D. Pettinga","is_ca":false},{"name":"M. Spanenburg","is_ca":false},{"name":"N. Galanakis","is_ca":false},{"name":"S. Oliver","is_ca":false},{"name":"F. Parisse","is_ca":false},{"name":"Rui Marques","is_ca":false},{"name":"Serena Cattari","is_ca":false},{"name":"Paulo B. Lourénço","is_ca":false},{"name":"Francisco Gálvez","is_ca":false},{"name":"Dmytro Dizhur","is_ca":false},{"name":"Jason Ingham","is_ca":false},{"name":"Giancarlo Ramaglia","is_ca":false},{"name":"Gian Piero Lignola","is_ca":false},{"name":"Andrea Prota","is_ca":false},{"name":"Omar AlShawa","is_ca":false},{"name":"Domenico Liberatore","is_ca":false},{"name":"Luigi Sorrentino","is_ca":false},{"name":"Raffaele Gagliardo","is_ca":false},{"name":"Michele Godio","is_ca":false},{"name":"Francesco Portioli","is_ca":false},{"name":"Raffaele Landolfo","is_ca":false},{"name":"Fabio Solarino","is_ca":false},{"name":"Nicoletta Bianchini","is_ca":false},{"name":"Maria Pia Ciocci","is_ca":false},{"name":"Antonio Romanazzi","is_ca":false},{"name":"Abide Aşıkoğlu","is_ca":false},{"name":"Jennifer D’Anna","is_ca":false},{"name":"Rafael Arias Ramírez","is_ca":false},{"name":"F. Romis","is_ca":false},{"name":"Marko Marinković","is_ca":false},{"name":"Filip Đorđević","is_ca":false},{"name":"Katrin Beyer","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02526731007588095,"gpt":0.23223481839462,"spread":0.2069675083187391,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001890161,0.001103959,0.000748096,0.0008745677,0.0005002309,0.0009274637,0.001331472,0.001494089,0.001405137],"category_scores_gemma":[0.001718257,0.0003696629,0.000736251,0.0007602496,0.0008299762,0.0007840934,0.0008115728,0.0006426913,0.0006085644],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006232484,"about_ca_system_score_gemma":0.0004710915,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002677026,"about_ca_topic_score_gemma":0.003188328,"domain_scores_codex":[0.9987485,0.0002149718,0.00009267211,0.0002256463,0.0006179936,0.0001001205],"domain_scores_gemma":[0.9981805,0.0006279494,0.0001638092,0.0003535001,0.0005676414,0.0001065996],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.002279856,0.00510712,0.05495002,0.001363136,0.000122918,0.001829922,0.002177934,0.3369301,0.3908371,0.003622917,0.002298317,0.1984807],"study_design_scores_gemma":[0.00007816939,0.009679253,0.05838013,0.0001727053,0.0001631423,0.0008176959,0.001164504,0.6566072,0.2633311,0.002520873,0.006877844,0.0002074296],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9319282,0.0005196519,0.0618848,0.00007278295,0.00005715971,0.0002148449,0.0004296755,0.0004334308,0.004459413],"genre_scores_gemma":[0.9902207,0.0002632642,0.007555519,0.00001526472,0.00001091086,0.00005102247,0.0002909032,0.00001794461,0.001574482],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002677026,"threshold_uncertainty_score":0.009996295,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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)","authors":[{"name":"Andrea Polastri","is_ca":false},{"name":"Matteo Izzi","is_ca":false},{"name":"Luca Pozza","is_ca":false},{"name":"Cristiano Loss","is_ca":false},{"name":"Ian F. C. Smith","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01361593395153474,"gpt":0.201961959529534,"spread":0.1883460255779993,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001072612,0.0003021271,0.0002586152,0.0005266766,0.0003119549,0.0003035878,0.0003825276,0.0004797491,0.001640638],"category_scores_gemma":[0.0002053135,0.0002052764,0.0003242478,0.000563028,0.0003340588,0.0001528738,0.0001976061,0.0002024645,0.0002376385],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003386698,"about_ca_system_score_gemma":0.0002481082,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01367609,"about_ca_topic_score_gemma":0.020378,"domain_scores_codex":[0.9999356,0.000008949539,0.000002584622,0.000009472629,0.00001711474,0.00002610546],"domain_scores_gemma":[0.9998854,0.00004158763,0.00001543637,0.000009118286,0.00002702876,0.00002134343],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001672307,0.000735609,0.09849268,0.0001697109,0.0001549686,0.002503753,0.0008231056,0.6111033,0.2510901,0.001450403,0.001126019,0.03067805],"study_design_scores_gemma":[0.00002783716,0.0003577494,0.2399178,0.000009555828,0.00005326399,0.000243883,0.0009231452,0.7485141,0.009385406,0.0001472647,0.0003945228,0.00002547446],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987191,0.00001129811,0.0005711823,0.000007839696,0.000001166122,0.000001654522,0.00003798135,0.000009787263,0.0006399211],"genre_scores_gemma":[0.9993724,0.000008841775,0.0001567063,0.000001303364,9.208571e-7,0.000001236271,0.00005395246,0.000003023408,0.0004016414],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01367609,"threshold_uncertainty_score":0.02719295,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Seong‐Hoon Hwang","is_ca":false},{"name":"Dimitrios G. Lignos","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03905548153098178,"gpt":0.387659864302842,"spread":0.3486043827718603,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003378291,0.0007165202,0.0003889652,0.0008022109,0.0002935914,0.0005364413,0.0007726758,0.001160927,0.0006721754],"category_scores_gemma":[0.007804131,0.000317343,0.0003497177,0.0003215141,0.0004143106,0.001316875,0.0004236644,0.0003185755,0.0002080048],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005248009,"about_ca_system_score_gemma":0.0005485987,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001665691,"about_ca_topic_score_gemma":0.002600087,"domain_scores_codex":[0.999198,0.0002698701,0.0000532297,0.0001191957,0.0003186447,0.00004108489],"domain_scores_gemma":[0.9905728,0.00569346,0.0007295514,0.0006178551,0.0022473,0.0001391299],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.002855346,0.003224451,0.12767,0.001023177,0.0003185604,0.0001857423,0.0003332485,0.2992874,0.248539,0.001174975,0.0009777653,0.3144103],"study_design_scores_gemma":[0.0001045251,0.001429858,0.07468886,0.00002854706,0.00009050709,0.0001039118,0.0001242305,0.8749783,0.04756952,0.0004427698,0.0003963149,0.00004259596],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9154032,0.0004303527,0.08238906,0.0001198956,0.00002169753,0.0001116877,0.0002271124,0.0001954207,0.001101515],"genre_scores_gemma":[0.9740379,0.00009437357,0.02542545,0.00001008463,0.000008650222,0.0000486702,0.0001432124,0.00001004215,0.0002217977],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003378291,"threshold_uncertainty_score":0.01786631,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Philippe Rosset","is_ca":true},{"name":"Myriam Bour-Belvaux","is_ca":false},{"name":"Luc Chouinard","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007544611057665037,"gpt":0.1736947107608558,"spread":0.1661500997031907,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001911253,0.0005074719,0.0003781907,0.0005106396,0.0008549417,0.001256707,0.001287231,0.001088331,0.01184158],"category_scores_gemma":[0.0006826512,0.0005094614,0.0006865305,0.0006676567,0.0004759909,0.0005598443,0.0005365875,0.0006497995,0.0009487682],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.006234661,"about_ca_system_score_gemma":0.005034362,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.8830706,"about_ca_topic_score_gemma":0.8842575,"domain_scores_codex":[0.9999119,0.00001232885,0.000003499937,0.00002589825,0.00001441955,0.00003195782],"domain_scores_gemma":[0.9998071,0.0000350495,0.0000263578,0.00001188733,0.00008198727,0.00003774007],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002367631,0.00001006338,0.00163463,0.000008238431,0.00001485114,0.00003866521,0.00002990803,0.9875298,0.0003652661,0.006818459,0.001581735,0.001944709],"study_design_scores_gemma":[0.00001506824,0.000005418521,0.001235821,0.000005072987,0.000008576008,0.00000575001,0.00002960652,0.9948132,0.0001060643,0.001120393,0.002642383,0.0000126386],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6534433,0.001321314,0.1644853,0.003932959,0.0005041235,0.0002354452,0.02002325,0.002336425,0.1537179],"genre_scores_gemma":[0.9359238,0.0004087712,0.01377054,0.0001142144,0.00003891083,0.00008411099,0.002578795,0.0002794519,0.04680144],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1169294,"threshold_uncertainty_score":0.2352359,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Igor Tomić","is_ca":false},{"name":"Andrea Penna","is_ca":false},{"name":"Matthew J. DeJong","is_ca":false},{"name":"Christoph Butenweg","is_ca":false},{"name":"António A. Correia","is_ca":false},{"name":"Paulo Candeias","is_ca":false},{"name":"Ilaria Senaldi","is_ca":false},{"name":"Gabriele Guerrini","is_ca":false},{"name":"Daniele Malomo","is_ca":true},{"name":"Katrin Beyer","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009434987575528232,"gpt":0.1916617039681998,"spread":0.1822267163926715,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004509047,0.0003814715,0.0003301452,0.0003682488,0.0003882104,0.0003016936,0.0004475918,0.0004613309,0.001410383],"category_scores_gemma":[0.0004635051,0.0002117038,0.0003122188,0.0002680513,0.0003430229,0.0001670762,0.0004731583,0.0002794274,0.0003024326],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002202737,"about_ca_system_score_gemma":0.0001890897,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001960983,"about_ca_topic_score_gemma":0.005397024,"domain_scores_codex":[0.9995478,0.00004532507,0.00003198443,0.0000974962,0.0002134213,0.00006408125],"domain_scores_gemma":[0.9995098,0.00009277425,0.00005994916,0.00007095375,0.0001835624,0.00008289008],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003807031,0.0002930037,0.008452609,0.00006653449,0.00001666167,0.000346728,0.0004836652,0.0018863,0.9829233,0.00006618969,0.00005205912,0.005032273],"study_design_scores_gemma":[0.0000558853,0.01901898,0.2336846,0.00003728576,0.000166843,0.0006208335,0.001860943,0.008777026,0.7326089,0.0001738006,0.002948532,0.00004650656],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992703,0.00001643964,0.000375259,0.000004362289,0.000003723738,0.00001478479,0.00003935274,0.000007596258,0.0002680903],"genre_scores_gemma":[0.9984669,0.00003043041,0.0008404987,0.000009704758,0.000002167716,0.00001596896,0.0000766674,0.00000506477,0.0005525514],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001960983,"threshold_uncertainty_score":0.004718244,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Farshad Hedayati Dezfuli","is_ca":true},{"name":"M. Shahria Alam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005014003339260457,"gpt":0.1953305541078724,"spread":0.1903165507686119,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009640069,0.0009952219,0.0005361639,0.0008964302,0.0003070435,0.0005439495,0.0008646029,0.00114237,0.001810976],"category_scores_gemma":[0.003028155,0.0004783428,0.0007599356,0.0003305782,0.0005751613,0.0007461107,0.0004912625,0.0003603199,0.0002099175],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007033864,"about_ca_system_score_gemma":0.000207506,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001615621,"about_ca_topic_score_gemma":0.001351051,"domain_scores_codex":[0.9992083,0.000237236,0.00003155195,0.0001243463,0.0002893081,0.0001092645],"domain_scores_gemma":[0.9967617,0.002382644,0.0002418637,0.0002219352,0.0003560903,0.0000358286],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000829174,0.0001793778,0.002812451,0.0003454973,0.00008924945,0.0004422831,0.000112231,0.8674494,0.1156422,0.0007490752,0.0003288526,0.01102018],"study_design_scores_gemma":[0.00002522746,0.0004529313,0.006108646,0.00002468538,0.00007825862,0.0001397814,0.00007949701,0.9254149,0.0668581,0.0003865952,0.0003949534,0.00003642079],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9263273,0.0004601897,0.06613476,0.0001349424,0.00004632472,0.000092068,0.0002521332,0.0005024386,0.006049711],"genre_scores_gemma":[0.9984492,0.00003903894,0.001139354,0.00001174964,0.000002209449,0.00001468597,0.00003324891,0.00001063235,0.0002998272],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001810976,"threshold_uncertainty_score":0.006058276,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; 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","authors":[{"name":"Katsuichiro Goda","is_ca":true},{"name":"Han Hong","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005791318894730359,"gpt":0.1731170194833183,"spread":0.1673257005885879,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004309916,0.0002733915,0.0003746718,0.0007209655,0.0001999445,0.0006156912,0.0003197256,0.0002146871,0.0008394223],"category_scores_gemma":[0.001922402,0.0001499107,0.0002250772,0.00103113,0.0002389542,0.0006695339,0.0005593984,0.0002225534,0.0001927157],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003820252,"about_ca_system_score_gemma":0.0002382485,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002303271,"about_ca_topic_score_gemma":0.003491652,"domain_scores_codex":[0.9998117,0.00003710146,0.00001299245,0.00003615053,0.00005920106,0.00004279635],"domain_scores_gemma":[0.9990793,0.0002504948,0.0002357042,0.0001771827,0.0002088981,0.00004837303],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001273363,0.000324326,0.1513717,0.0001021225,0.0002423408,0.0007082641,0.0005146277,0.5916637,0.07792562,0.009199513,0.0014692,0.1652052],"study_design_scores_gemma":[0.00001394149,0.0001400646,0.2177532,0.000006437046,0.00007305718,0.0002798362,0.0003757009,0.7674311,0.01030824,0.002408095,0.001189977,0.00002044258],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9801017,0.00007766606,0.01845513,0.00004945265,0.000008529049,0.000004660292,0.0001407561,0.00005161788,0.001110389],"genre_scores_gemma":[0.9982142,0.00003410618,0.001196583,0.000003324607,0.000007446963,0.000002610072,0.0001540777,0.000009926031,0.0003776724],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002303271,"threshold_uncertainty_score":0.004579663,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Nikola Blagojević","is_ca":false},{"name":"Svetlana Brzev","is_ca":true},{"name":"M. Petrović","is_ca":false},{"name":"Jovana Borozan","is_ca":false},{"name":"Borko Bulajić","is_ca":false},{"name":"Marko Marinković","is_ca":false},{"name":"Marijana Hadzima-Nyarko","is_ca":false},{"name":"Veljko Koković","is_ca":false},{"name":"Božidar Stojadinović","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.023299389853707,"gpt":0.2616622674941259,"spread":0.2383628776404189,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005781675,0.0004224235,0.0002803403,0.004418363,0.0002827548,0.001056947,0.0002478678,0.0001669426,0.001086729],"category_scores_gemma":[0.0008423654,0.0001214264,0.0003762385,0.002619508,0.0003293894,0.0004154007,0.000686402,0.0002003565,0.0001397271],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009065697,"about_ca_system_score_gemma":0.000385077,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01536849,"about_ca_topic_score_gemma":0.02173528,"domain_scores_codex":[0.9998077,0.00006467986,0.00001673077,0.0000252978,0.00004527835,0.00004036714],"domain_scores_gemma":[0.9996272,0.0001037319,0.0001207239,0.00002804228,0.00009291053,0.00002728508],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0002548217,0.00009715019,0.7553384,0.0003890175,0.0001919956,0.0009719759,0.002822738,0.06601798,0.004101572,0.013907,0.001949497,0.1539578],"study_design_scores_gemma":[0.000006295762,0.0002191685,0.8982631,0.000419455,0.0001141056,0.0006082953,0.007241781,0.07975509,0.001370162,0.003343669,0.008622367,0.00003638675],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9851344,0.001691554,0.006954871,0.00009344424,0.00001433862,0.00004253349,0.0008902268,0.00003154064,0.005147003],"genre_scores_gemma":[0.997052,0.0005646513,0.001683861,0.000004735327,0.000004738137,0.00001106316,0.0003533714,0.000002493729,0.0003230839],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01536849,"threshold_uncertainty_score":0.03055805,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Yavuz Kaya","is_ca":true},{"name":"Sedef Kocakaplan","is_ca":false},{"name":"Erdal Şafak","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01498589309132174,"gpt":0.2286057551375606,"spread":0.2136198620462389,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000242691,0.0003407352,0.0003539653,0.0003306927,0.0002175446,0.0003611992,0.0003971196,0.0005150069,0.0007324258],"category_scores_gemma":[0.0010779,0.0002519507,0.0003082381,0.0002762696,0.0001493927,0.0004246018,0.0003165654,0.0004127499,0.0003178016],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001668861,"about_ca_system_score_gemma":0.0003207285,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002693321,"about_ca_topic_score_gemma":0.003522665,"domain_scores_codex":[0.9998281,0.00004116651,0.000008590411,0.00004879599,0.00004633024,0.00002698499],"domain_scores_gemma":[0.999721,0.000129565,0.00003353829,0.00005487701,0.00005043604,0.00001068262],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002458368,0.0001153444,0.01063977,0.0001181632,0.00006630669,0.000133047,0.0001947374,0.7670469,0.07741038,0.0007747241,0.0003557849,0.1428991],"study_design_scores_gemma":[0.000005022137,0.00003851008,0.009352228,0.000003361083,0.000009108653,0.00003449694,0.00002592662,0.98247,0.007632156,0.0002330356,0.0001887725,0.000007411712],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4699237,0.0001143382,0.528219,0.00004992079,0.00001965474,0.00001932355,0.0001276102,0.0006761727,0.0008501828],"genre_scores_gemma":[0.9805487,0.0000346334,0.01890906,0.000004034498,0.000002896975,0.00001152929,0.0001183546,0.0000185381,0.0003521804],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002693321,"threshold_uncertainty_score":0.005355239,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Y. I. Elbahy","is_ca":true},{"name":"Maged A. Youssef","is_ca":true},{"name":"Mohamed E. Meshaly","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007770106690920187,"gpt":0.1900152399389824,"spread":0.1822451332480623,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003328863,0.0007339938,0.0005131221,0.000516449,0.0003364046,0.0002762593,0.0006058869,0.0007683577,0.002405148],"category_scores_gemma":[0.0007723155,0.0002585245,0.0004039307,0.0003688881,0.000463647,0.0002792176,0.0003047885,0.0003750798,0.0005298152],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002198288,"about_ca_system_score_gemma":0.0001727365,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00205055,"about_ca_topic_score_gemma":0.003041563,"domain_scores_codex":[0.9997022,0.00004607055,0.00001892896,0.00004718377,0.0001146204,0.00007101995],"domain_scores_gemma":[0.9994654,0.0001388303,0.00009408208,0.00004927181,0.000180918,0.0000714693],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.008706339,0.0005489094,0.02139993,0.0002170175,0.0001287529,0.001494933,0.0007332164,0.07415255,0.8626702,0.0003097518,0.0003431206,0.02929534],"study_design_scores_gemma":[0.0001325473,0.01236454,0.2072957,0.00006081813,0.0003899834,0.0008893674,0.001339743,0.1499149,0.6260592,0.0001144179,0.001330886,0.000107796],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993371,0.00002732754,0.0003014877,0.000003699884,0.000008102989,0.000001364876,0.00002306036,0.00001938933,0.0002783839],"genre_scores_gemma":[0.998998,0.00002130442,0.0001451159,0.000002604487,0.000002259495,0.000001456257,0.00004858786,0.000005664141,0.000774976],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002405148,"threshold_uncertainty_score":0.008045971,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Javier A. Ramírez","is_ca":false},{"name":"Rubén Boroschek","is_ca":false},{"name":"Rafael Aguilar","is_ca":false},{"name":"Carlos E. Ventura","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005715939139540775,"gpt":0.1722683726448943,"spread":0.1665524335053536,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001464689,0.0001380152,0.0001689985,0.0002274516,0.0001646368,0.0002108368,0.0001238593,0.0002199716,0.001185964],"category_scores_gemma":[0.0005617908,0.0001374101,0.000226255,0.0002180765,0.0002383221,0.0002215357,0.0001881111,0.0002131705,0.0001609525],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001347455,"about_ca_system_score_gemma":0.00007401255,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002437883,"about_ca_topic_score_gemma":0.004132504,"domain_scores_codex":[0.9999225,0.00001556318,0.000004086998,0.00002249125,0.00001792271,0.00001744741],"domain_scores_gemma":[0.9994819,0.0002873259,0.00006121309,0.00004158345,0.00007544563,0.00005254356],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.003170781,0.000538645,0.5765769,0.0001943006,0.0004691235,0.0006231872,0.0009579181,0.01807606,0.3448825,0.0003692727,0.00113444,0.05300681],"study_design_scores_gemma":[0.000005193003,0.0001381277,0.9893382,0.000002397896,0.00004483123,0.00006692382,0.0001369466,0.005757504,0.004267993,0.00004234222,0.0001907859,0.000008767803],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988096,0.00006513617,0.0003199944,0.00001305446,0.000007493635,0.00000204426,0.00014347,0.00000911501,0.0006302097],"genre_scores_gemma":[0.9996275,0.00002742458,0.00004982662,0.000004427086,0.000003978015,0.00000167976,0.000084684,0.000004541966,0.0001959383],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002437883,"threshold_uncertainty_score":0.004847407,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Josip Atalić","is_ca":false},{"name":"Marija Demšić","is_ca":false},{"name":"Maja Baniček","is_ca":false},{"name":"Mario Uroš","is_ca":false},{"name":"Iva Dasović","is_ca":false},{"name":"Snježan Prevolnik","is_ca":false},{"name":"Alen Kadić","is_ca":false},{"name":"Marta Šavor Novak","is_ca":false},{"name":"Miroslav Nastev","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01214612835691688,"gpt":0.2132987988883246,"spread":0.2011526705314077,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003809649,0.0003117468,0.0002442209,0.0007960648,0.0003813593,0.0007151312,0.0002174872,0.0004250104,0.002631433],"category_scores_gemma":[0.0003190752,0.0001328918,0.0001530981,0.0006608249,0.0002773347,0.0003053163,0.0004825419,0.0003535756,0.0005631426],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004483246,"about_ca_system_score_gemma":0.0007704342,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01684533,"about_ca_topic_score_gemma":0.02324929,"domain_scores_codex":[0.9998407,0.00002231806,0.00001502893,0.00001914927,0.00005462167,0.00004814897],"domain_scores_gemma":[0.9998403,0.00001284995,0.00004359479,0.00000816134,0.00005712596,0.0000379625],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001212281,0.0008195168,0.7465128,0.001079756,0.0001316963,0.006585386,0.001538472,0.009392622,0.01913206,0.001151645,0.01629518,0.1961485],"study_design_scores_gemma":[0.00001537054,0.0001781945,0.9887639,0.0000958743,0.00001801873,0.0005185769,0.001400875,0.0004794013,0.0004516987,0.00007161948,0.007994797,0.00001173403],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9839916,0.002497186,0.0007117923,0.0003866622,0.0002012614,0.00007780443,0.002060433,0.00005398465,0.01001921],"genre_scores_gemma":[0.9936041,0.001112716,0.0004938319,0.00006133185,0.00009207729,0.00001044239,0.001667828,0.00001243646,0.002945276],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01684533,"threshold_uncertainty_score":0.03349459,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Ge Song","is_ca":false},{"name":"T.Y. Yang","is_ca":true},{"name":"Ying Zhou","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00824061963081557,"gpt":0.1831422669967759,"spread":0.1749016473659603,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002483219,0.0005017488,0.0004287141,0.0005561133,0.0002737574,0.0005304178,0.000735486,0.0006926964,0.002552571],"category_scores_gemma":[0.000417958,0.000344473,0.0003402436,0.0002585694,0.0002861242,0.0003795012,0.0004141801,0.0002333073,0.000373],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003802327,"about_ca_system_score_gemma":0.0004906948,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001435488,"about_ca_topic_score_gemma":0.002954493,"domain_scores_codex":[0.9998691,0.00003112308,0.00000586317,0.00001758258,0.00005936367,0.00001693999],"domain_scores_gemma":[0.999881,0.00002878251,0.0000211686,0.00001057821,0.00005116334,0.000007301076],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008790477,0.00006483051,0.0005979388,0.00005977299,0.00001774275,0.00008511747,0.0000606682,0.929709,0.03000169,0.01005507,0.0002391355,0.02902107],"study_design_scores_gemma":[0.000006405705,0.00007996246,0.0003869759,0.000007449707,0.00001308679,0.00002220187,0.00003255009,0.9938744,0.003713128,0.001130311,0.0007281748,0.000005521194],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1463585,0.0001793402,0.8375391,0.00008081679,0.00002907815,0.00005772797,0.00005488682,0.000130185,0.01557016],"genre_scores_gemma":[0.9461232,0.0001526034,0.04784477,0.00001541719,0.000009399028,0.00005414238,0.00005650108,0.0000496955,0.005694274],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002552571,"threshold_uncertainty_score":0.0085392,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Katsuichiro Goda","is_ca":false},{"name":"Hiromichi Yoshikawa","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007341168774047856,"gpt":0.16205081104038,"spread":0.1547096422663321,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003998753,0.000338354,0.0004716028,0.002085738,0.001344935,0.001940725,0.001145083,0.0004985699,0.002962837],"category_scores_gemma":[0.002144853,0.0002935393,0.0003320194,0.004632771,0.0004033099,0.000404527,0.0007105861,0.0006409248,0.0003332232],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.02640649,"about_ca_system_score_gemma":0.01519447,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9938954,"about_ca_topic_score_gemma":0.9975306,"domain_scores_codex":[0.9994779,0.00004536367,0.00003328577,0.00005854015,0.0001558979,0.0002291504],"domain_scores_gemma":[0.998171,0.0001462816,0.0002288794,0.00004717732,0.001013845,0.0003928919],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0002431138,0.0001211392,0.9594707,0.00004600443,0.0001967486,0.0006634324,0.0007138537,0.01646352,0.0005879754,0.001247995,0.005156964,0.01508863],"study_design_scores_gemma":[0.00001264873,0.0000309783,0.9679602,0.0000262742,0.00006042061,0.0000737376,0.004209186,0.02497222,0.0001947119,0.0001589074,0.002279182,0.00002148712],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9944119,0.0001975533,0.0001093842,0.0002041887,0.000004197828,0.00001880895,0.002882008,0.000008646271,0.002163251],"genre_scores_gemma":[0.9941755,0.0001636948,0.00008629772,0.00002527216,0.000001950929,0.000005363509,0.002158127,0.000004578207,0.003379347],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02640649,"threshold_uncertainty_score":0.1915935,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"S. Mohsen Haeri","is_ca":false},{"name":"Morteza Rajabigol","is_ca":false},{"name":"Saman Salaripour","is_ca":false},{"name":"Ali Kavand","is_ca":false},{"name":"Hiwa Sayyaf","is_ca":false},{"name":"Sina Afzalsoltani","is_ca":false},{"name":"Arian Asefzadeh","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0113893494809334,"gpt":0.2144754949612312,"spread":0.2030861454802978,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003880973,0.0004225504,0.0003930733,0.0002232426,0.0003412329,0.0006204796,0.0003843032,0.0008722803,0.00313778],"category_scores_gemma":[0.00345835,0.0002211634,0.0002863723,0.0001609842,0.0005745525,0.0004250993,0.0006241258,0.0004774819,0.0002671054],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003298853,"about_ca_system_score_gemma":0.0003419472,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005138709,"about_ca_topic_score_gemma":0.002506666,"domain_scores_codex":[0.9997881,0.00006430691,0.00001438725,0.00002715284,0.00003746217,0.00006857851],"domain_scores_gemma":[0.9986508,0.0008940009,0.0001098657,0.00008563347,0.0001749547,0.0000846585],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.002170342,0.0003140464,0.007740224,0.0001527789,0.00002996723,0.0006916095,0.0003381223,0.8145676,0.1626497,0.0006816142,0.0002512238,0.0104127],"study_design_scores_gemma":[0.00006835359,0.0004285878,0.0118158,0.00003040862,0.00004106528,0.00006959945,0.0004271595,0.9304844,0.05606458,0.0002605828,0.0002771018,0.00003237466],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.995102,0.00004337836,0.003259854,0.00004203701,0.0000263872,0.00001230434,0.00003838696,0.00005697672,0.001418688],"genre_scores_gemma":[0.9995098,0.00001312783,0.0002332464,0.000008900794,0.000001027349,0.000004203973,0.00002014116,0.000006092096,0.0002034285],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005138709,"threshold_uncertainty_score":0.01049685,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Jishuai Wang","is_ca":false},{"name":"Tong Guo","is_ca":false},{"name":"Yazhou Xie","is_ca":true},{"name":"Zhen‐Yu Du","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01143926086667986,"gpt":0.2255003691137487,"spread":0.2140611082470688,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004457342,0.0003101199,0.0003724062,0.0005945734,0.0003386327,0.0005368809,0.0006207366,0.0004715574,0.002730349],"category_scores_gemma":[0.003299219,0.0002968043,0.0004748162,0.0005924224,0.0007530478,0.0005261643,0.0006526791,0.0003343532,0.0001513018],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002202199,"about_ca_system_score_gemma":0.0002423516,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001411947,"about_ca_topic_score_gemma":0.001451876,"domain_scores_codex":[0.9997258,0.00008971419,0.00001111939,0.00003397135,0.00006994288,0.0000694913],"domain_scores_gemma":[0.9977664,0.00185947,0.000135701,0.00009686909,0.0001043043,0.00003723803],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0008043887,0.0002673022,0.009839804,0.00009672739,0.00007627221,0.000523276,0.0005752968,0.8942719,0.05914412,0.003522907,0.0002604586,0.03061765],"study_design_scores_gemma":[0.000007962311,0.0002097636,0.01717574,0.000003891415,0.00002894038,0.0001008924,0.0002131464,0.9749551,0.006495802,0.0006185246,0.0001656523,0.00002460612],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9813405,0.00002027317,0.01627099,0.00002018907,0.000003314931,0.000008862268,0.0000497701,0.00004002108,0.002245939],"genre_scores_gemma":[0.9993395,0.000006644802,0.000398974,0.000001028492,9.045644e-7,0.000004983034,0.00001129336,0.000004501358,0.0002321108],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002730349,"threshold_uncertainty_score":0.009133875,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Fadi Oudah","is_ca":true},{"name":"Raafat El‐Hacha","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01131401635320697,"gpt":0.198904630529827,"spread":0.1875906141766201,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002032407,0.000156298,0.0002025968,0.000221813,0.0002046362,0.000139296,0.0003508546,0.000237815,0.001808299],"category_scores_gemma":[0.0003439926,0.0002178246,0.0001880294,0.0002073674,0.0002429318,0.0003202137,0.0002350941,0.000117326,0.0002188422],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001649116,"about_ca_system_score_gemma":0.0002227064,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009591303,"about_ca_topic_score_gemma":0.001866831,"domain_scores_codex":[0.9999231,0.00002503904,0.000003657402,0.00001750993,0.00001716715,0.00001349702],"domain_scores_gemma":[0.9998142,0.00006531116,0.00003648248,0.00003001814,0.00003308477,0.00002085237],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001093911,0.000359749,0.01630212,0.0001437953,0.00007112528,0.0005460997,0.0003190815,0.598222,0.2933624,0.004684651,0.0004721575,0.08442283],"study_design_scores_gemma":[0.00005699012,0.0004427423,0.00866722,0.000007014429,0.00003007399,0.0001331236,0.0001021625,0.9700323,0.01947373,0.0005144089,0.000516257,0.00002411011],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9365793,0.00004923249,0.06209537,0.00001762097,0.00001324728,0.00001483524,0.00002311385,0.0001257505,0.001081585],"genre_scores_gemma":[0.9920736,0.0000179376,0.007370218,0.000001807252,0.000001242943,0.000006093092,0.00001159397,0.000005093572,0.0005122665],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001808299,"threshold_uncertainty_score":0.006049335,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"F. Longo","is_ca":false},{"name":"Lydell Wiebe","is_ca":true},{"name":"Francesca da Porto","is_ca":false},{"name":"Claudio Modena","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006020887886488508,"gpt":0.2214153899106691,"spread":0.2153945020241806,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001843288,0.0005242772,0.0006564101,0.0002912473,0.0004693253,0.0006214035,0.001006213,0.001355611,0.002304292],"category_scores_gemma":[0.0005015851,0.0003965498,0.0007229294,0.0002595947,0.0003883298,0.0003496384,0.0005136122,0.000520657,0.0004158583],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004831856,"about_ca_system_score_gemma":0.0008009342,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01299846,"about_ca_topic_score_gemma":0.008505418,"domain_scores_codex":[0.9998606,0.00003740676,0.000005740672,0.00002148032,0.00004576411,0.00002893897],"domain_scores_gemma":[0.9998482,0.00005297235,0.00002204004,0.00001852128,0.00004367371,0.00001459359],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001381537,0.00003273467,0.0003417039,0.00001275647,0.000009054261,0.0000844957,0.00002563074,0.9908063,0.003865589,0.001349786,0.0001141098,0.003344055],"study_design_scores_gemma":[0.00000129064,0.00000669957,0.00008740133,0.000001052259,0.000001783208,0.000006698056,0.000004485858,0.9993692,0.0003076354,0.0000652829,0.0001467608,0.000001788547],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2976518,0.000245198,0.6683801,0.0002091467,0.0001060463,0.00009850584,0.0001927303,0.0007290198,0.03238736],"genre_scores_gemma":[0.9738708,0.0001069649,0.01924768,0.00003399218,0.00002446064,0.00005568094,0.00008395833,0.0000886567,0.006487928],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01299846,"threshold_uncertainty_score":0.02584559,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Chiara Morandini","is_ca":false},{"name":"Daniele Malomo","is_ca":true},{"name":"Andrea Penna","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006682316077966291,"gpt":0.1779652267642926,"spread":0.1712829106863263,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000501337,0.0005296582,0.0006592241,0.0004885971,0.0002276052,0.0008741015,0.0008658449,0.001165031,0.002834315],"category_scores_gemma":[0.002064298,0.0002197186,0.0005948117,0.0003618782,0.0006552978,0.0003588377,0.000641602,0.0007481221,0.0002979156],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005457745,"about_ca_system_score_gemma":0.0003988443,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005870212,"about_ca_topic_score_gemma":0.004383416,"domain_scores_codex":[0.9997004,0.00009850906,0.00001890016,0.0000368769,0.0001071375,0.00003813403],"domain_scores_gemma":[0.9992087,0.0004345732,0.0000950209,0.0001217085,0.0001061525,0.00003383554],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000251867,0.00002077406,0.0006202619,0.00003437388,0.000004950547,0.00007471666,0.00005117454,0.9904394,0.002584945,0.001151657,0.00009890328,0.004893559],"study_design_scores_gemma":[0.000002794065,0.000009867475,0.0001238974,0.000005160067,0.000001024835,0.000009791105,0.00001106723,0.9988406,0.0005002262,0.0002384252,0.0002545118,0.000002728183],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4153661,0.0003021549,0.5725607,0.0002025632,0.0001153943,0.0001523891,0.0005556578,0.0008956876,0.009849285],"genre_scores_gemma":[0.9511882,0.000102017,0.04636854,0.00003008961,0.00001091835,0.00008737652,0.0002627772,0.00009673859,0.001853359],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005870212,"threshold_uncertainty_score":0.01167208,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Angelo Aloisio","is_ca":false},{"name":"Marco Martino Rosso","is_ca":false},{"name":"Da Huang","is_ca":false},{"name":"Asif Iqbal","is_ca":true},{"name":"Massimo Fragiacomo","is_ca":false},{"name":"Shiling Pei","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008578726487879511,"gpt":0.1746584252765361,"spread":0.1660796987886566,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000154315,0.000551947,0.0005435857,0.0003581417,0.0004697017,0.0008677391,0.001185726,0.001357888,0.002769622],"category_scores_gemma":[0.0006492671,0.0005029123,0.000597836,0.0003559503,0.0008171074,0.0007144752,0.0005654231,0.0004756225,0.000477666],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006980075,"about_ca_system_score_gemma":0.0006783521,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01602555,"about_ca_topic_score_gemma":0.01501566,"domain_scores_codex":[0.9998956,0.0000253729,0.000003756138,0.00001883563,0.00002823502,0.00002809159],"domain_scores_gemma":[0.9997934,0.00007531484,0.00003808586,0.00001550439,0.00005612467,0.00002152272],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001365044,0.00002037451,0.0003504921,0.0000140878,0.000007136598,0.00008515155,0.00003292555,0.9944277,0.001507719,0.002335292,0.0001019024,0.00110354],"study_design_scores_gemma":[0.000001129744,0.000004528317,0.0001327893,0.000001470735,0.000001612124,0.000007325236,0.00001146899,0.9994226,0.0001085193,0.0002171881,0.00008927617,0.000002206492],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6625776,0.000660887,0.2509331,0.0004946003,0.0001239931,0.00008212892,0.00032779,0.0003432449,0.08445663],"genre_scores_gemma":[0.9806404,0.000187731,0.003209033,0.00002291819,0.00002061374,0.00002638079,0.00006025702,0.00004512014,0.01578748],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01602555,"threshold_uncertainty_score":0.03186452,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Mattia Calò","is_ca":false},{"name":"Daniele Malomo","is_ca":true},{"name":"Giammaria Gabbianelli","is_ca":false},{"name":"Rui Pinho","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01280661796595582,"gpt":0.2056307995335243,"spread":0.1928241815675685,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002507628,0.0004124518,0.0005113522,0.000338669,0.000269265,0.0004953199,0.0008213005,0.0009948238,0.002427236],"category_scores_gemma":[0.0005713966,0.000213962,0.0005123509,0.000284417,0.0005155405,0.0002790497,0.0004001582,0.0004930299,0.0002413319],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004560728,"about_ca_system_score_gemma":0.0004234647,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007393875,"about_ca_topic_score_gemma":0.005681151,"domain_scores_codex":[0.9998753,0.00002243175,0.000007413082,0.00001782109,0.00004918613,0.00002775788],"domain_scores_gemma":[0.9997057,0.0001293023,0.00003141216,0.00005357947,0.00005448258,0.00002542151],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006967537,0.00005575927,0.001888009,0.00003935645,0.00001414472,0.0001563023,0.0000744707,0.989409,0.006449565,0.0003617511,0.00007589129,0.001406065],"study_design_scores_gemma":[0.000006272397,0.00006956361,0.001190038,0.000005771452,0.000005500891,0.00001435721,0.00005317679,0.9959371,0.00251258,0.0000628401,0.0001367551,0.000006144945],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9896064,0.00005933383,0.006886723,0.0000607069,0.00001829101,0.00002138344,0.0002346204,0.000154819,0.002957623],"genre_scores_gemma":[0.9981341,0.00002490366,0.001243599,0.000007017209,0.000001364973,0.00001515695,0.00008565186,0.000009369391,0.0004790581],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007393875,"threshold_uncertainty_score":0.01470166,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Rouba Iskandar","is_ca":false},{"name":"Bilal Al Tfaily","is_ca":false},{"name":"Cécile Cornou","is_ca":false},{"name":"Pierre‐Yves Bard","is_ca":false},{"name":"Bertrand Guillier","is_ca":false},{"name":"Jacques Harb","is_ca":false},{"name":"Pascal Lacroix","is_ca":false},{"name":"Jocelyne Adjizian-Gérard","is_ca":false},{"name":"Elise Beck","is_ca":false},{"name":"Julie Dugdale","is_ca":false},{"name":"Christelle Salameh","is_ca":false},{"name":"Nada Saliba","is_ca":false},{"name":"Rita Zaarour","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01145873954731203,"gpt":0.2170198718608014,"spread":0.2055611323134894,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005311744,0.0009630385,0.0008416798,0.001310563,0.0008178486,0.001156709,0.0007023221,0.001335178,0.001034459],"category_scores_gemma":[0.00138148,0.0005229399,0.0007769424,0.00113165,0.0005151245,0.0004882079,0.0005145862,0.000427884,0.000148064],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002250851,"about_ca_system_score_gemma":0.001477425,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.2330167,"about_ca_topic_score_gemma":0.1754291,"domain_scores_codex":[0.999795,0.00007239448,0.00001175608,0.00003455024,0.00002791633,0.00005842372],"domain_scores_gemma":[0.9993916,0.0003380388,0.00004874027,0.00003974243,0.000128176,0.00005368245],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001029188,0.000168521,0.02081576,0.00002573618,0.00007999799,0.0003242339,0.00007440033,0.970592,0.001087176,0.0002337236,0.0002041184,0.006291436],"study_design_scores_gemma":[0.00002266399,0.00003580943,0.01190727,0.000005586551,0.00002329984,0.00001266637,0.0001539572,0.9871464,0.0004785754,0.00009165875,0.0001118214,0.00001034103],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971249,0.00006018201,0.001586298,0.00006576539,0.00000958881,0.00001496932,0.0002748293,0.00008779384,0.0007756976],"genre_scores_gemma":[0.9978538,0.00005581577,0.001440052,0.000007414043,0.000006239768,0.00001462474,0.0003238582,0.00001211076,0.000286031],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2330167,"threshold_uncertainty_score":0.4633207,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Pile; Geotechnical engineering; Stiffness; Earthquake shaking table; Natural frequency; Geology; Hydrogeology; Structural engineering; Engineering; Vibration","authors":[{"name":"A. F. Fayez","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Amy B. Cerato","is_ca":false},{"name":"Ahmed Elgamal","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005673078800439333,"gpt":0.1961647822535772,"spread":0.1904917034531379,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003678939,0.0003411261,0.0003469553,0.0004589591,0.0003941733,0.0003221898,0.0002903878,0.0004486657,0.001714094],"category_scores_gemma":[0.001389934,0.0002204932,0.0003756187,0.0005178233,0.0005061074,0.0002835926,0.0003634153,0.0003580852,0.0002418018],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002120701,"about_ca_system_score_gemma":0.0002217885,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003112889,"about_ca_topic_score_gemma":0.006303961,"domain_scores_codex":[0.9997332,0.00003850926,0.00002413627,0.00003746375,0.0001154791,0.00005123726],"domain_scores_gemma":[0.9982956,0.0009597703,0.0001406842,0.0001294515,0.0003358852,0.000138708],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.004568982,0.0003318116,0.04859566,0.0002344274,0.00007453668,0.001020075,0.0007870337,0.0296928,0.9000209,0.0001438509,0.0001678856,0.01436205],"study_design_scores_gemma":[0.00007205951,0.003114097,0.5107779,0.00002612495,0.0001685913,0.0004701749,0.001273081,0.03812819,0.4452126,0.0001066651,0.0005805945,0.00006987413],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992769,0.00001653039,0.0003250852,0.000004162895,0.000002231537,0.000003046795,0.0000899533,0.000009835569,0.0002721375],"genre_scores_gemma":[0.9996908,0.00001069896,0.00009454614,0.000002007833,6.062013e-7,0.000001919022,0.00006891681,0.000002891186,0.0001276074],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003112889,"threshold_uncertainty_score":0.006189525,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Retrofitting; Engineering; Civil engineering; Medicine; Structural engineering","authors":[{"name":"Majid Mehrjoo","is_ca":true},{"name":"Seyed Bahram Beheshti Aval","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008118499615955361,"gpt":0.2110403249297886,"spread":0.2029218253138333,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001757248,0.001105338,0.0004410851,0.001150937,0.0009064702,0.002752552,0.001224859,0.001680667,0.002957633],"category_scores_gemma":[0.001705613,0.0004545256,0.0005758552,0.0007446291,0.0007280337,0.001061376,0.001070428,0.0007239076,0.0003771564],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001376395,"about_ca_system_score_gemma":0.002187972,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002420095,"about_ca_topic_score_gemma":0.006976387,"domain_scores_codex":[0.9986588,0.0006036995,0.00006597508,0.0001070938,0.0003221583,0.0002423266],"domain_scores_gemma":[0.9991254,0.0002686096,0.0001504856,0.00005206485,0.0002867475,0.0001166393],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003263216,0.001118313,0.0178285,0.0008165384,0.00007258264,0.003042503,0.004993101,0.7199069,0.04476647,0.0337338,0.002277386,0.1711177],"study_design_scores_gemma":[0.00005121508,0.001265785,0.009068179,0.0001613617,0.0001220794,0.0008490074,0.01459208,0.9400916,0.0123848,0.007852384,0.01350007,0.00006144292],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5420442,0.0002722068,0.4237367,0.0008314966,0.00004357657,0.0007458841,0.0001154975,0.0002680149,0.03194249],"genre_scores_gemma":[0.8280925,0.000185613,0.1656121,0.00002855564,0.000008751433,0.000157606,0.00008324115,0.00005409027,0.005777487],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002957633,"threshold_uncertainty_score":0.00998646,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University; Carleton University","funders":"","keywords":"Pier; Unreinforced masonry building; Masonry; Computer science; Structural engineering; Thrust; Geology; Engineering","authors":[{"name":"Bora Pulatsu","is_ca":true},{"name":"‪Marco Francesco Funari","is_ca":false},{"name":"Daniele Malomo","is_ca":true},{"name":"Semih Gönen","is_ca":false},{"name":"Fulvio Parisi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008179844255234055,"gpt":0.2069821378082967,"spread":0.1988022935530627,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004328889,0.000638195,0.0008036842,0.0008123643,0.0004243178,0.0008834839,0.0008119881,0.001109791,0.001867443],"category_scores_gemma":[0.001434816,0.0005055758,0.000545915,0.0004686822,0.0003505925,0.0006726409,0.0009699797,0.0004518924,0.0002584439],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006074709,"about_ca_system_score_gemma":0.0009007221,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007093909,"about_ca_topic_score_gemma":0.007368563,"domain_scores_codex":[0.9998147,0.00007899972,0.000008037272,0.00002213615,0.00004496248,0.00003126906],"domain_scores_gemma":[0.9995621,0.0002403782,0.00005375371,0.00002862215,0.00008491873,0.00003023626],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001922743,0.00002252951,0.0005309258,0.000009742816,0.000006333824,0.00003658694,0.0000140067,0.9937692,0.0007702649,0.0007884294,0.00006542193,0.003967261],"study_design_scores_gemma":[0.000001025476,0.000005833323,0.00005828627,6.46206e-7,0.000001137658,0.000002052695,0.000004860913,0.9997522,0.00007339945,0.00007800518,0.00002160757,8.441218e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6473439,0.0002928635,0.3346209,0.0003205093,0.00003098457,0.0001183484,0.0002557981,0.0003259123,0.01669074],"genre_scores_gemma":[0.9806234,0.00008754952,0.01761778,0.00001864963,0.00001021046,0.00005294067,0.00008293165,0.00002607259,0.001480646],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007093909,"threshold_uncertainty_score":0.0141052,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Lidija Krstevska","is_ca":false},{"name":"Ljubomir Tashkov","is_ca":false},{"name":"Vladimir Gocevski","is_ca":true},{"name":"Mihail Garevski","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007601489977403797,"gpt":0.1881797845938615,"spread":0.1805782946164577,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003419778,0.0001718758,0.0002235291,0.0003309459,0.0009967501,0.0002893368,0.0005650758,0.0005618803,0.002028786],"category_scores_gemma":[0.0007620153,0.0002822988,0.0001479658,0.0002479796,0.0008615083,0.0002222663,0.0003118169,0.0004086095,0.0002286353],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003612187,"about_ca_system_score_gemma":0.000325069,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005917088,"about_ca_topic_score_gemma":0.00922996,"domain_scores_codex":[0.9997848,0.00003482548,0.00000679541,0.00002883581,0.00008977819,0.00005507299],"domain_scores_gemma":[0.9994417,0.0002643968,0.00004985505,0.00006111678,0.0001215735,0.00006148068],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001800337,0.001043386,0.01717224,0.00004621549,0.00001505784,0.001057265,0.00190526,0.01218325,0.9564747,0.0009386354,0.0001847548,0.007179],"study_design_scores_gemma":[0.0002934353,0.006050021,0.2296883,0.00002283055,0.00004799719,0.0005575048,0.002637344,0.05443677,0.7037518,0.0004808756,0.001988477,0.00004459832],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999109,0.000005832695,0.0002165505,0.00000475033,0.000001222903,0.000004252775,0.00001643781,0.000005140399,0.0006368143],"genre_scores_gemma":[0.9994142,0.000007589518,0.0001321251,0.000001413587,0.00000101081,0.000002857519,0.00001781836,0.000002067684,0.0004209255],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005917088,"threshold_uncertainty_score":0.0117653,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Bo Li","is_ca":false},{"name":"Yang Lu","is_ca":false},{"name":"Mahesh D. Pandey","is_ca":true},{"name":"Gao Ma","is_ca":false},{"name":"Yang Liu","is_ca":false},{"name":"Zhu Mei","is_ca":false},{"name":"Le Shen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02315855378052797,"gpt":0.2442986201147339,"spread":0.2211400663342059,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007267728,0.000628692,0.0003679798,0.001270432,0.0001712027,0.0004828419,0.0004526702,0.0004734049,0.0008859416],"category_scores_gemma":[0.002717524,0.0001874947,0.0003149912,0.0005688721,0.0001565745,0.0005541962,0.0003494236,0.000181785,0.0003953767],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001675591,"about_ca_system_score_gemma":0.0003695451,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003264834,"about_ca_topic_score_gemma":0.003702178,"domain_scores_codex":[0.9996274,0.00007492504,0.00002663359,0.00008527886,0.0001450155,0.00004068417],"domain_scores_gemma":[0.9989707,0.0004775663,0.00006572461,0.00006701694,0.000366688,0.00005229279],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001863971,0.0004477096,0.05335521,0.0002687472,0.0002210715,0.0003018985,0.0001963116,0.1038396,0.2325889,0.0009466697,0.0007044162,0.6052655],"study_design_scores_gemma":[0.00005216739,0.0003090602,0.05189387,0.0000112799,0.00009933297,0.000153395,0.00008754092,0.9094105,0.03727946,0.0002113116,0.0004625604,0.00002944937],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7060543,0.0003457581,0.2907857,0.00003909903,0.00003159622,0.00007036705,0.0002625817,0.0006305175,0.0017801],"genre_scores_gemma":[0.9156592,0.0001333966,0.08301698,0.00001138479,0.0000150349,0.00003070187,0.0003789442,0.00003352184,0.0007207438],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003264834,"threshold_uncertainty_score":0.006491661,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Amiya Pandit","is_ca":false},{"name":"Abdollah Malekjafarian","is_ca":false},{"name":"Ehsan Noroozinejad Farsangi","is_ca":true},{"name":"Saleema Panda","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00726466117950995,"gpt":0.1793563067282619,"spread":0.172091645548752,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001059756,0.0002735638,0.000411106,0.0002902621,0.0003129459,0.0003824698,0.0004226225,0.0003486671,0.003038551],"category_scores_gemma":[0.0002208595,0.0001009752,0.0002468922,0.0001439475,0.0001628312,0.0003717421,0.000622679,0.0001795376,0.0003067582],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001537197,"about_ca_system_score_gemma":0.0002458913,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008585823,"about_ca_topic_score_gemma":0.001358696,"domain_scores_codex":[0.9999391,0.000007250389,0.000004601206,0.000013368,0.00001905169,0.00001652791],"domain_scores_gemma":[0.9999036,0.00001575954,0.00001604112,0.00001722615,0.00003285758,0.00001448056],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0009433721,0.0003589081,0.008316316,0.000331243,0.0001151594,0.0004402673,0.0002107142,0.4653012,0.2482255,0.004358128,0.002746733,0.2686525],"study_design_scores_gemma":[0.00002044078,0.0003169771,0.001330797,0.00001557294,0.00002650038,0.00007949321,0.0000452516,0.9820766,0.01304941,0.0004120765,0.002610629,0.00001624971],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5375808,0.0006700449,0.444434,0.0003343734,0.0002425406,0.00007851647,0.0002381655,0.001314142,0.01510742],"genre_scores_gemma":[0.9881741,0.00004922008,0.01079778,0.00002755588,0.000009713272,0.00001797612,0.00003900006,0.000008042562,0.0008766261],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003038551,"threshold_uncertainty_score":0.01016498,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"A. H. M. Muntasir Billah","is_ca":true},{"name":"M. Shahria Alam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01395160701620604,"gpt":0.2473602478883886,"spread":0.2334086408721825,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001590553,0.0002666326,0.0003271059,0.001865196,0.0002224093,0.0006072362,0.0007199041,0.0005646446,0.001164303],"category_scores_gemma":[0.006342587,0.0002395308,0.0005278738,0.001129675,0.0005816161,0.0005718771,0.0003471786,0.0003601708,0.000229211],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005062138,"about_ca_system_score_gemma":0.0002772792,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003183916,"about_ca_topic_score_gemma":0.003192125,"domain_scores_codex":[0.9992108,0.0001857886,0.00005666766,0.0002018024,0.00024148,0.0001033564],"domain_scores_gemma":[0.9892763,0.007224024,0.001064818,0.0006355931,0.001493491,0.0003057507],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0006854262,0.0004439477,0.8173844,0.00005316665,0.000177176,0.001397174,0.0005761452,0.1289485,0.01462953,0.001976395,0.0004165884,0.0333116],"study_design_scores_gemma":[0.00001043315,0.0004737609,0.5626698,0.000006500479,0.00006098037,0.0005494314,0.0006883646,0.4321269,0.002416273,0.0007070714,0.0002475133,0.00004289392],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9975082,0.000009548248,0.002144811,0.000007394919,7.553765e-7,0.000004651746,0.00008656983,0.0000184276,0.0002196531],"genre_scores_gemma":[0.999402,0.000005037772,0.0003213605,7.606057e-7,0.000001177034,0.000002549121,0.0001807367,0.000003834472,0.00008259779],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003183916,"threshold_uncertainty_score":0.008411705,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Ruizhao Zhu","is_ca":false},{"name":"Tong Guo","is_ca":false},{"name":"Linlin Xie","is_ca":false},{"name":"Lianglong Song","is_ca":false},{"name":"Kun Yang","is_ca":false},{"name":"Solomon Tesfamariam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005590558410315432,"gpt":0.2029725223177159,"spread":0.1973819639074005,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006460503,0.0007540948,0.0006971622,0.0007115273,0.000369599,0.0005430526,0.000856546,0.001059772,0.0008892539],"category_scores_gemma":[0.001073882,0.0004302994,0.0006580132,0.0003963722,0.000570973,0.0006063562,0.000279441,0.0003203071,0.0001040993],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000817382,"about_ca_system_score_gemma":0.0005886856,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01143029,"about_ca_topic_score_gemma":0.008358256,"domain_scores_codex":[0.9998019,0.00005294752,0.00001143875,0.00003664355,0.00005260998,0.00004452879],"domain_scores_gemma":[0.9991774,0.0004614635,0.0001277397,0.00005129226,0.0001301378,0.00005200717],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003586333,0.000395834,0.005051341,0.00003348105,0.0000264914,0.000160287,0.0000718466,0.9767066,0.01268503,0.0007337845,0.00009209269,0.003684456],"study_design_scores_gemma":[0.00001616296,0.0002187696,0.003664283,0.000002635017,0.00002331431,0.00001583884,0.00003538775,0.9929807,0.002898219,0.0001057966,0.00002950377,0.000009315631],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970542,0.00003582469,0.002227566,0.00001161674,0.000003165982,0.000008271715,0.00003521202,0.00001400492,0.0006099861],"genre_scores_gemma":[0.9991398,0.00002674432,0.0005237644,8.381596e-7,0.000001051508,0.000004560036,0.0000210359,0.0000022346,0.0002799464],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01143029,"threshold_uncertainty_score":0.02272755,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Robert E. Chase","is_ca":false},{"name":"Abbie B. Liel","is_ca":false},{"name":"Nicolas Luco","is_ca":false},{"name":"Zach Bullock","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006013543765062484,"gpt":0.1789455838481915,"spread":0.172932040083129,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002597376,0.0003170808,0.0001995247,0.000830098,0.0002456972,0.0003301757,0.0003609722,0.0001879877,0.001269907],"category_scores_gemma":[0.0008372747,0.0001778102,0.0002163864,0.0005403076,0.0002969599,0.0002722436,0.0003251868,0.0001589002,0.0001751971],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001054701,"about_ca_system_score_gemma":0.000358403,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.131431,"about_ca_topic_score_gemma":0.2298485,"domain_scores_codex":[0.9998553,0.0000165069,0.000007225774,0.00004198335,0.00003928576,0.00003955573],"domain_scores_gemma":[0.9995672,0.00008201007,0.0000968468,0.00005074828,0.000120345,0.0000828351],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0006573969,0.0001558441,0.8677588,0.00003512521,0.00009619934,0.0001915575,0.000244758,0.1159422,0.005192727,0.0002289185,0.0003852905,0.009111268],"study_design_scores_gemma":[0.00001221323,0.0001185561,0.9716682,0.000002833666,0.00001977308,0.00002468589,0.0003044815,0.02707067,0.0005726279,0.00006325159,0.000133207,0.000009368009],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995528,0.000006301782,0.00006792838,0.00000324448,2.459516e-7,0.000001411987,0.0001268757,0.000006740082,0.0002343779],"genre_scores_gemma":[0.999651,0.000004923725,0.0000443243,5.215069e-7,2.652332e-7,0.000001144208,0.0001781034,0.000001331414,0.0001184996],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.131431,"threshold_uncertainty_score":0.2613319,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Hydrogeology; Field (mathematics); Computer science; Geology; Mathematics; Geotechnical engineering","authors":[{"name":"Hadi Sayyadpour","is_ca":false},{"name":"Farhad Behnamfar","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01027010382886558,"gpt":0.2476432184708543,"spread":0.2373731146419887,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005673511,0.0005175259,0.0004315233,0.0003340435,0.0003117801,0.0003435621,0.001212657,0.0008642306,0.00834204],"category_scores_gemma":[0.00129107,0.0002464442,0.0003932557,0.0001997282,0.0003837781,0.001142076,0.0007133975,0.000764685,0.001295813],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002425021,"about_ca_system_score_gemma":0.0005325254,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003737712,"about_ca_topic_score_gemma":0.003828315,"domain_scores_codex":[0.9998077,0.00006944028,0.000008146424,0.00001842511,0.00008589355,0.00001049739],"domain_scores_gemma":[0.9996485,0.0001629512,0.00002506054,0.00004390491,0.0001070353,0.00001261268],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002452041,0.0002961308,0.0006834808,0.0005317648,0.00006508956,0.0003644956,0.0003000501,0.5555801,0.05315164,0.07337368,0.007859987,0.3075484],"study_design_scores_gemma":[0.00001644199,0.0000329891,0.00008526989,0.000009367937,0.000004899149,0.00003964103,0.00001409645,0.9918897,0.001726629,0.002569687,0.003603369,0.000007900197],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.004839675,0.00007432761,0.9904005,0.00005912907,0.00003817649,0.00004388466,0.00004784387,0.0003110985,0.004185406],"genre_scores_gemma":[0.3748079,0.0003729501,0.5904067,0.0002310816,0.00006777376,0.000481936,0.0002435042,0.0005449929,0.03284319],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.00834204,"threshold_uncertainty_score":0.02790684,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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)","authors":[{"name":"Abrar Islam","is_ca":true},{"name":"Ali Imanpour","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03269135560190691,"gpt":0.2211461162151326,"spread":0.1884547606132256,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007867065,0.0004818302,0.0003077363,0.0007221864,0.0009213783,0.000757442,0.0007860243,0.0004452116,0.002599616],"category_scores_gemma":[0.002873218,0.0002501617,0.0002546354,0.0004160043,0.0005597483,0.0002615649,0.0003054488,0.0002647485,0.0003128042],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002669452,"about_ca_system_score_gemma":0.004639346,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.259313,"about_ca_topic_score_gemma":0.4516515,"domain_scores_codex":[0.9993178,0.00005500355,0.0000225191,0.0000529402,0.000426507,0.0001252696],"domain_scores_gemma":[0.9987875,0.0002816004,0.00008490311,0.00004976932,0.0007450799,0.0000511442],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0009759344,0.0001678227,0.02014763,0.0003007037,0.00002839447,0.0003935014,0.0006480562,0.5652175,0.2664963,0.02208838,0.002829287,0.1207064],"study_design_scores_gemma":[0.00008850152,0.0007374061,0.06828252,0.00005041025,0.00007274807,0.0002296444,0.0007571203,0.806067,0.1141006,0.002849724,0.006682721,0.00008160711],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8964962,0.0002781434,0.0736158,0.0001468406,0.00002546686,0.0001369104,0.0005827125,0.0001759615,0.02854202],"genre_scores_gemma":[0.9907855,0.00006638193,0.006621324,0.00001211597,0.000003814541,0.00002610296,0.0001722439,0.00002767796,0.002284859],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.740687,"threshold_uncertainty_score":0.5156072,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Stylianos I. Pardalopoulos","is_ca":false},{"name":"S. J. Pantazopoulou","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009388566046414384,"gpt":0.2179614999829631,"spread":0.2085729339365487,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005222915,0.0007917506,0.0005357425,0.001280783,0.0007785491,0.0006993568,0.001428024,0.001113714,0.001660145],"category_scores_gemma":[0.001159139,0.0003795647,0.0004738116,0.0006349955,0.00058235,0.0006230114,0.0009172309,0.0005984143,0.0007574481],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007771068,"about_ca_system_score_gemma":0.0004923766,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01312306,"about_ca_topic_score_gemma":0.03042134,"domain_scores_codex":[0.9994968,0.00009385113,0.00003070923,0.00006784062,0.0001835684,0.0001271295],"domain_scores_gemma":[0.999016,0.0001579757,0.00007328919,0.0001282664,0.0003835906,0.0002409074],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.008226341,0.005063131,0.2177442,0.0002606117,0.0002548928,0.004510211,0.003533357,0.1708574,0.4649231,0.001679021,0.0051777,0.1177699],"study_design_scores_gemma":[0.0006302238,0.01373544,0.5143345,0.00003686313,0.0003430536,0.001059608,0.004545568,0.3170825,0.1406612,0.0005984657,0.006754006,0.0002186216],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9974341,0.000009487543,0.001126817,0.00002228086,0.000006309647,0.0000264745,0.0001861962,0.00005648814,0.001131845],"genre_scores_gemma":[0.9972463,0.00000844273,0.001194378,0.000006817949,0.000002352713,0.00001669814,0.0004975336,0.00001448257,0.001013029],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01312306,"threshold_uncertainty_score":0.02609336,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}