{"id":"W2005767779","doi":"10.1061/(asce)0733-9445(2003)129:12(1647)","title":"Inelastic Seismic Response of Frame Fasteners for Steel Roof Deck Diaphragms","year":2003,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Deck; Structural engineering; Dissipation; Fastener; Welding; Roof; Seismic loading; Materials science; Ductility (Earth science); Joint (building); Displacement (psychology); Geotechnical engineering; Composite material; Engineering; Physics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004077222,0.000402272,0.0003887597,0.0003285081,0.0002436274,0.0001799973,0.0003440857,0.0004219088,0.002525599],"category_scores_gemma":[0.001001681,0.000244741,0.0002145346,0.000201242,0.0003673372,0.0003069958,0.0003550899,0.0002450803,0.0002965466],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002079549,"about_ca_system_score_gemma":0.0001091296,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004336863,"about_ca_topic_score_gemma":0.0009106958,"domain_scores_codex":[0.9996517,0.00004775157,0.00002135851,0.00006328747,0.0001501597,0.00006580184],"domain_scores_gemma":[0.9995876,0.0001064329,0.00009180238,0.00006320597,0.00009515343,0.00005580439],"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":[0.0004571447,0.00004831512,0.002334311,0.00005302332,0.000008981634,0.0001099391,0.0001145335,0.001236697,0.9914568,0.00003671039,0.00002073658,0.004122807],"study_design_scores_gemma":[0.000029963,0.004326814,0.04074293,0.00001016016,0.00002413029,0.0002043589,0.0002516056,0.00629338,0.9474868,0.00003414102,0.0005789796,0.00001673881],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995512,0.00001617177,0.0003217044,0.0000022026,0.000001374013,0.000002691778,0.00001429363,0.000007559162,0.0000827455],"genre_scores_gemma":[0.9988765,0.0000282746,0.0005530146,0.000006155715,0.000001292919,0.000003591271,0.00005313452,0.000005311165,0.0004727609],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002525599,"threshold_uncertainty_score":0.008448958,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005970091169599291,"score_gpt":0.2062100506935998,"score_spread":0.2002399595240005,"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."}}