{"id":"W168625530","doi":"","title":"SEISMIC BEHAVIOR OF INTERMEDIATE BEAMS IN STEEL PLATE SHEAR WALLS","year":2006,"lang":"en","type":"article","venue":"","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Hinge; Structural engineering; Roof; Shear wall; Steel plate shear wall; Shear (geology); Span (engineering); Plastic hinge; Foundation (evidence); Beam (structure); Nonlinear system; Geotechnical engineering; Geology; Seismic loading; Engineering; Physics; Law","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001975731,0.0003867196,0.0001989149,0.0003629733,0.0001513353,0.0002399807,0.0002160351,0.0002339542,0.001174733],"category_scores_gemma":[0.000325795,0.0002098041,0.0002319605,0.0001675018,0.0003956372,0.0001735566,0.0002793446,0.0002006007,0.0002696393],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002058939,"about_ca_system_score_gemma":0.0001206369,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00150546,"about_ca_topic_score_gemma":0.002687055,"domain_scores_codex":[0.9998907,0.00001912395,0.000003948504,0.00001518304,0.00003913996,0.00003200838],"domain_scores_gemma":[0.9998171,0.00005472654,0.00004147002,0.00001625526,0.00003537987,0.0000351108],"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":[0.001300556,0.0001372556,0.08006845,0.0001093698,0.00006655297,0.001287313,0.0008271197,0.2841955,0.6096142,0.002693663,0.0004274301,0.01927266],"study_design_scores_gemma":[0.00006878603,0.002136966,0.1816216,0.00006487777,0.00008851366,0.0004335766,0.001213583,0.56518,0.245954,0.001320294,0.001838801,0.00007903222],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9946693,0.00001923746,0.004099314,0.000005104942,0.000001801003,0.000003318733,0.00003541127,0.00003289556,0.001133661],"genre_scores_gemma":[0.9990444,0.00001357408,0.0005241201,0.000002288242,4.96855e-7,0.000002452735,0.0000476628,0.000004044477,0.0003610035],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00150546,"threshold_uncertainty_score":0.003929913,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006129811196856677,"score_gpt":0.2055470766384146,"score_spread":0.1994172654415579,"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."}}