{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":5,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":5,"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":"3f34a5f92f02","filters":{"venue":"Earthquake Engineering and Resilience"}},"results":[{"id":"W4400059975","doi":"10.1002/eer2.84","title":"Earthquake economic loss assessment of existing concrete shear wall residential buildings in Eastern Canada","year":2024,"lang":"en","type":"article","venue":"Earthquake Engineering and Resilience","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Seismic hazard; Seismic risk; Vulnerability assessment; Earthquake scenario; Shear wall; Building code; Vulnerability (computing); Resilience (materials science); Seismic analysis; Urban seismic risk; Civil engineering; Environmental science; Engineering; Psychological resilience; Computer science","authors":[{"name":"Maryam Montazeri","is_ca":true},{"name":"Ahmad Abo El Ezz","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007011409319422152,"gpt":0.2265948274339347,"spread":0.2195834181145126,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002973682,0.000440288,0.0001813507,0.00197053,0.0006468481,0.0005843647,0.0004813669,0.0001253747,0.0008809319],"category_scores_gemma":[0.0006855289,0.0001383953,0.000252403,0.002185166,0.0004091336,0.0002033853,0.0005686596,0.0001529804,0.0001095099],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01100213,"about_ca_system_score_gemma":0.00498602,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9536686,"about_ca_topic_score_gemma":0.9732459,"domain_scores_codex":[0.9996797,0.00001537861,0.00001126639,0.00002885388,0.0001802188,0.00008459931],"domain_scores_gemma":[0.9995201,0.00004127064,0.00007213257,0.0000218954,0.0002890676,0.00005560461],"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":[0.0003832218,0.00008402817,0.8759826,0.00008238877,0.0001116193,0.0006569949,0.001239382,0.07311604,0.006994213,0.001023531,0.0009804112,0.03934554],"study_design_scores_gemma":[0.000003948302,0.00004214234,0.9650693,0.000009289775,0.00002376698,0.00005471784,0.00139738,0.03061988,0.001916808,0.00007795826,0.0007683565,0.00001648917],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9975029,0.00003182174,0.0004051677,0.000009819886,4.15984e-7,0.00001449035,0.0007705306,0.0000102682,0.001254724],"genre_scores_gemma":[0.9982128,0.00004160371,0.0003456425,0.000002135235,2.896292e-7,0.000006169644,0.000607346,0.000002131383,0.0007818915],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04633141,"threshold_uncertainty_score":0.09320849,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4223926575","doi":"10.1002/eer2.7","title":"Life‐cycle seismic fragility of a cable‐stayed bridge considering chloride‐induced corrosion","year":2022,"lang":"en","type":"article","venue":"Earthquake Engineering and Resilience","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"National Natural Science Foundation of China","keywords":"Fragility; Pier; OpenSees; Bridge (graph theory); Structural engineering; Service life; Bearing (navigation); Pylon; Incremental Dynamic Analysis; Engineering; Forensic engineering; Seismic analysis; Computer science; Reliability engineering; Finite element method","authors":[{"name":"Xiaoluo Lu","is_ca":false},{"name":"Kai Wei","is_ca":false},{"name":"Haifeng He","is_ca":true},{"name":"Shunquan Qin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01011350255218616,"gpt":0.2010710601713938,"spread":0.1909575576192076,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003170282,0.0003855963,0.0002676741,0.0007680532,0.0002153283,0.0003003731,0.0004683863,0.0006530782,0.001264632],"category_scores_gemma":[0.0006378681,0.0001306904,0.0005052352,0.0003589489,0.000297857,0.0003091982,0.0002820505,0.0002435919,0.00007842233],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006039971,"about_ca_system_score_gemma":0.0003150105,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01141183,"about_ca_topic_score_gemma":0.007139101,"domain_scores_codex":[0.9999403,0.00001323924,0.000002696604,0.00001222556,0.00001625224,0.00001531976],"domain_scores_gemma":[0.9998199,0.00008294269,0.00003268516,0.00001160328,0.0000389877,0.0000139493],"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":[0.00004869719,0.0000239514,0.006818271,0.00002973837,0.00002381741,0.0003528375,0.00003673572,0.9830427,0.005221611,0.0005653298,0.0001133223,0.003723083],"study_design_scores_gemma":[0.000002145644,0.00004768618,0.003533307,0.000002905344,0.000009208023,0.00003873016,0.00002342966,0.9952114,0.0009013645,0.00016204,0.000062183,0.000005597185],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9876035,0.00007471654,0.0108289,0.00004863331,0.000005152212,0.000006879774,0.0001555942,0.00003665877,0.001239983],"genre_scores_gemma":[0.9990205,0.00002480202,0.000513013,0.000002759572,0.000001134694,0.000004850161,0.0000811908,0.000003571949,0.0003481676],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01141183,"threshold_uncertainty_score":0.02269077,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4405733905","doi":"10.1002/eer2.99","title":"Seismic fragility and life‐cycle loss analyses of high‐speed railway bridges supported by segmentally assembled round‐end hollow piers","year":2024,"lang":"en","type":"article","venue":"Earthquake Engineering and Resilience","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"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, Okanagan Campus; University of British Columbia","funders":"China Railway","keywords":"Fragility; Engineering; Forensic engineering; Structural engineering; Materials science; Physics","authors":[{"name":"Zhiyuan Hu","is_ca":false},{"name":"Tieyi Zhong","is_ca":false},{"name":"Hongyu Qin","is_ca":false},{"name":"Xin-Lin Ji","is_ca":false},{"name":"Lianxu Zhou","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007698195649288273,"gpt":0.2343285417219927,"spread":0.2266303460727044,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000297146,0.0004971779,0.0002386714,0.000609089,0.0001660922,0.0001823772,0.0004472922,0.0003942334,0.001266306],"category_scores_gemma":[0.0002460186,0.0001896655,0.000490365,0.0002840502,0.0002633925,0.0003353559,0.0003388366,0.00021512,0.0002068826],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002668877,"about_ca_system_score_gemma":0.0002165102,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001212822,"about_ca_topic_score_gemma":0.001894525,"domain_scores_codex":[0.9998609,0.00001429472,0.000006770298,0.00001970616,0.00007384035,0.00002435312],"domain_scores_gemma":[0.9997976,0.00003529234,0.00005549596,0.00003139411,0.00005737653,0.00002279084],"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":[0.000363957,0.0002301876,0.0292427,0.0002332108,0.00008505893,0.0008286085,0.0002232219,0.4331236,0.5020086,0.0008183478,0.0004750764,0.03236752],"study_design_scores_gemma":[0.0000158326,0.001246125,0.03826284,0.00001086011,0.00005238791,0.0001630181,0.0002094583,0.859458,0.09972432,0.0001778628,0.000645784,0.00003339315],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9928648,0.00003948631,0.006456133,0.000009708066,0.000003397182,0.000004552804,0.0000683748,0.00004425353,0.0005091756],"genre_scores_gemma":[0.9980849,0.00002668422,0.001361869,0.000002407706,6.935871e-7,0.000006744454,0.00009135021,0.000003318304,0.0004219982],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001266306,"threshold_uncertainty_score":0.004236221,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4414668077","doi":"10.1002/eer2.70016","title":"Development of an Inventory Modelling Framework for Seismic Risk Assessment of Residential Buildings in Eastern Canada","year":2025,"lang":"en","type":"article","venue":"Earthquake Engineering and Resilience","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Masonry; Distribution (mathematics); Process (computing); Seismic risk; Risk assessment","authors":[{"name":"Maryam Montazeri","is_ca":true},{"name":"Ahmad Abo El Ezz","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006433143955831101,"gpt":0.2243673766815231,"spread":0.217934232725692,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001282293,0.001058851,0.0005513689,0.003171415,0.001346435,0.003899937,0.002803404,0.0008348997,0.003362368],"category_scores_gemma":[0.002422525,0.0007712532,0.001130349,0.00271568,0.00078054,0.000972391,0.001547311,0.0007543396,0.0004745841],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01800527,"about_ca_system_score_gemma":0.01744149,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9050704,"about_ca_topic_score_gemma":0.8839452,"domain_scores_codex":[0.9993721,0.0001298554,0.00004584866,0.0001045647,0.000223696,0.0001239622],"domain_scores_gemma":[0.9989101,0.0002327442,0.0001071348,0.00006052227,0.0006007112,0.00008871517],"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":[0.00002017976,0.00003508779,0.00909299,0.00004552843,0.0000419604,0.0001997478,0.0003574268,0.9524436,0.0006753223,0.02074329,0.001728966,0.01461593],"study_design_scores_gemma":[0.000003726938,0.000004651547,0.001322509,0.00001964819,0.00001257821,0.0000162664,0.0001857335,0.9921291,0.0001460664,0.002486079,0.003659179,0.00001454938],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1285595,0.0006786358,0.8223467,0.001148204,0.0000569183,0.0006506249,0.007461369,0.001510702,0.03758727],"genre_scores_gemma":[0.6784487,0.0008638604,0.3017937,0.00009944996,0.0000263677,0.0004641358,0.00478333,0.000247207,0.01327318],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.09492958,"threshold_uncertainty_score":0.1909772,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4405819079","doi":"10.1002/eer2.104","title":"Experimental study on the load‐carrying capacity of steel‐mesh‐reinforced rubber bearings under axial compression","year":2024,"lang":"en","type":"article","venue":"Earthquake Engineering and Resilience","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"National Key Research and Development Program of China; Natural Sciences and Engineering Research Council of Canada; Tongji University","keywords":"Structural engineering; Natural rubber; Materials science; Compression (physics); Composite material; Carrying capacity; Bearing capacity; Engineering","authors":[{"name":"Han Li","is_ca":true},{"name":"Shengze Tian","is_ca":true},{"name":"Muddasser Alam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01486643150282324,"gpt":0.2290518363855145,"spread":0.2141854048826913,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005923496,0.0006682045,0.0003014087,0.0006750549,0.0003206894,0.0001533536,0.0004857396,0.000377329,0.002118895],"category_scores_gemma":[0.0007782325,0.0002035112,0.0002254935,0.000411529,0.0005043516,0.0004709449,0.0002962855,0.0003112766,0.0002806441],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001546333,"about_ca_system_score_gemma":0.0001611538,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007431099,"about_ca_topic_score_gemma":0.001201373,"domain_scores_codex":[0.9995074,0.00003802293,0.00005101873,0.00009202651,0.0002336132,0.00007783613],"domain_scores_gemma":[0.9989152,0.0002235319,0.0002152083,0.000121905,0.0004174429,0.0001067416],"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":[0.0002960641,0.00007595328,0.001619947,0.0001023394,0.000007774508,0.0001253514,0.0001630426,0.0007634843,0.9921949,0.00007342378,0.00006639183,0.004511309],"study_design_scores_gemma":[0.00001539924,0.002127634,0.01469085,0.00001509128,0.00002548157,0.00008812633,0.00016587,0.00416293,0.9780464,0.00003086862,0.0006086754,0.00002269414],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987289,0.0001613811,0.0006489952,0.000007931663,0.00001228112,0.00001068995,0.0001013099,0.00003114503,0.0002974178],"genre_scores_gemma":[0.9989267,0.0000825415,0.0005229642,0.000004152329,0.000004975682,0.00001049857,0.00007988889,0.000005795428,0.00036241],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002118895,"threshold_uncertainty_score":0.007088363,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}