{"id":"W4211007892","doi":"10.1061/(asce)st.1943-541x.0003318","title":"Shake-Table Tests and Numerical Analysis of Steel Frames with Self-Centering Viscous-Hysteretic Devices under the Mainshock–Aftershock Sequences","year":2022,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia; Okanagan University College; University of British Columbia, Okanagan Campus","funders":"","keywords":"Aftershock; Residual; Earthquake shaking table; Frame (networking); Shake; Geology; Structural engineering; Seismology; Mathematics; Physics; Computer science; Geotechnical engineering; Engineering; Algorithm; Telecommunications","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003796268,0.0004752052,0.0003991505,0.0006849673,0.0002856622,0.0002343513,0.0004239567,0.0004344325,0.0009962693],"category_scores_gemma":[0.0007248406,0.0002028529,0.00034503,0.0004903497,0.0004919298,0.0002430569,0.0002245596,0.0001904077,0.0001060972],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004092069,"about_ca_system_score_gemma":0.0003942622,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003610807,"about_ca_topic_score_gemma":0.005415572,"domain_scores_codex":[0.9997938,0.00001971679,0.00001808031,0.00002976632,0.00009134305,0.00004734939],"domain_scores_gemma":[0.9997388,0.00007162984,0.00005142857,0.00003185376,0.00007600012,0.00003024541],"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":[0.0008755,0.0001901809,0.01768939,0.0002501773,0.00006143429,0.0007913003,0.0006200764,0.2501497,0.7007178,0.00106292,0.0003836559,0.02720792],"study_design_scores_gemma":[0.00009834189,0.002561279,0.07291164,0.00003689707,0.00008920098,0.0002118607,0.0007268319,0.6392484,0.2826349,0.000283127,0.001136239,0.00006128075],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970222,0.00005920007,0.002351906,0.00001323757,0.00001030201,0.000009728784,0.00007263361,0.00002523787,0.0004355046],"genre_scores_gemma":[0.9986182,0.00006217389,0.0009630218,0.000003207757,0.000001709662,0.000006947633,0.00005508443,0.000002983299,0.0002866692],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003610807,"threshold_uncertainty_score":0.007179618,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00528090711751312,"score_gpt":0.2014130038329935,"score_spread":0.1961320967154804,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}