{"id":"W2260880049","doi":"10.1061/(asce)st.1943-541x.0001474","title":"Evaluation of Simplified and State-of-the-Art Analysis Procedures for Steel Frame Buildings Equipped with Supplemental Damping Devices Based on E-Defense Full-Scale Shake Table Tests","year":2016,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"ca_institutions":"McGill University","funders":"National Research Institute for Earth Science and Disaster Prevention; Fonds de recherche du Québec – Nature et technologies; McGill University","keywords":"Earthquake shaking table; Structural engineering; Damper; Nonlinear system; Braced frame; Brace; Frame (networking); Steel frame; Engineering; Full scale; Flexibility (engineering); Damping ratio; Buckling; Residual; Computer science; Mechanical engineering; Mathematics; Algorithm; Statistics; Vibration","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004307936,0.0001585727,0.0003501033,0.0003116608,0.00003764377,0.00002155764,0.0001326295,0.00003469564,0.00002632993],"category_scores_gemma":[0.00008559643,0.00009169136,0.000129389,0.0004284746,0.00002324925,0.0002716579,0.00001441366,0.00008879841,7.966157e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009149542,"about_ca_system_score_gemma":0.00005563787,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004232118,"about_ca_topic_score_gemma":0.00003514334,"domain_scores_codex":[0.9987428,0.00001052472,0.0004417604,0.0001040221,0.0005074897,0.0001933908],"domain_scores_gemma":[0.9991679,0.0001070421,0.0002487824,0.0001201842,0.0003013787,0.00005477811],"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":[0.00005326909,0.000003950742,0.007690236,0.0001645272,0.0004661824,2.564657e-7,0.00007979675,0.8230934,0.1662168,0.000003045622,0.000018276,0.002210213],"study_design_scores_gemma":[0.001320521,0.0001765474,0.04051909,0.0004195629,0.001215907,0.00001070518,0.00008151469,0.9053919,0.05062751,0.00003583082,0.00003985799,0.0001610113],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9818504,0.0001418479,0.01768666,0.00005775869,0.00005964406,0.0001390249,0.0000455912,0.00001343388,0.000005676319],"genre_scores_gemma":[0.9958812,0.00001120141,0.004022989,0.00001158442,0.00004029415,0.000005896945,0.000003927655,0.00001916882,0.000003761326],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1155893,"threshold_uncertainty_score":0.3739065,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009001453784550233,"score_gpt":0.2398517269658617,"score_spread":0.2308502731813114,"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."}}