{"id":"W3198576525","doi":"10.1002/cepa.1497","title":"Evaluation of the Seismic Response of an Innovative Hybrid Steel‐Timber Structure","year":2021,"lang":"en","type":"article","venue":"ce/papers","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"","keywords":"OpenSees; Structural engineering; Stiffness; Ductility (Earth science); Structural load; Engineering; Nonlinear system; Seismic loading; Chevron (anatomy); Steel frame; Finite element method; Geotechnical engineering; Geology; Materials science; Creep; Composite material","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0001381392,0.0002399471,0.0001287883,0.0002541494,0.0001373818,0.0001669873,0.0002684117,0.0002123955,0.001022817],"category_scores_gemma":[0.0001430439,0.00009298512,0.0001154958,0.0001325717,0.0002198921,0.00008318546,0.0001313249,0.00009493074,0.0001702509],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002671077,"about_ca_system_score_gemma":0.0001545142,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004294616,"about_ca_topic_score_gemma":0.008801478,"domain_scores_codex":[0.9999192,0.000009828028,0.000001804863,0.00001109142,0.00004409601,0.00001396646],"domain_scores_gemma":[0.9999046,0.00001988626,0.00001297287,0.000008704424,0.00003909063,0.00001465918],"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":[0.0004210597,0.0001091586,0.0111112,0.00007881106,0.0000312932,0.0004151586,0.0001483511,0.1185916,0.8464795,0.0003283951,0.0001607667,0.02212468],"study_design_scores_gemma":[0.00007156956,0.003299119,0.1118444,0.00001792094,0.00007946696,0.0004833941,0.0006822924,0.6185437,0.2620132,0.0002279457,0.002695851,0.00004117462],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9965038,0.00001130888,0.00234341,0.000003102071,0.000001550041,0.000003730342,0.00002332741,0.00002579748,0.001083998],"genre_scores_gemma":[0.9990425,0.000004820778,0.0006444338,0.000001351441,2.815545e-7,0.000001611534,0.00001954474,0.000001619911,0.0002839454],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004294616,"threshold_uncertainty_score":0.0085392,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01729872742615612,"score_gpt":0.2320952536863257,"score_spread":0.2147965262601696,"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."}}