{"id":"W3048521255","doi":"10.1002/eqe.3335","title":"Application of hybrid simulation method for seismic performance evaluation of RC coupling beams subjected to realistic boundary condition","year":2020,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Structural engineering; Coupling (piping); Beam (structure); Stiffness; Failure mode and effects analysis; Shear (geology); Boundary value problem; Shear wall; Axial symmetry; Engineering; Materials science; Physics; Composite material; Mechanical engineering","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":[0.0003716217,0.0005159791,0.0003778549,0.0005365727,0.0002937739,0.0003689095,0.0005059933,0.0007425754,0.001948883],"category_scores_gemma":[0.0007664217,0.0002660179,0.0004462128,0.0002664921,0.000302451,0.0002906362,0.0004314908,0.0002750144,0.0001768868],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003185421,"about_ca_system_score_gemma":0.0004706965,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007631517,"about_ca_topic_score_gemma":0.004374942,"domain_scores_codex":[0.999861,0.00004645405,0.000007239915,0.00001588394,0.00004797824,0.00002138023],"domain_scores_gemma":[0.9996308,0.0001835074,0.00004023276,0.0000308392,0.00009342015,0.00002110944],"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":[0.00005830179,0.00002875831,0.001311798,0.00002127733,0.00001505574,0.00006776743,0.00004328933,0.9868947,0.006305024,0.0008850474,0.00009587758,0.00427319],"study_design_scores_gemma":[0.000001871283,0.000008311697,0.00008220822,9.575371e-7,0.000001204733,0.000003319307,0.000003762695,0.9993848,0.0004275952,0.00005204316,0.00003240469,0.000001598781],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5773194,0.0001479483,0.4096603,0.0001241737,0.00004352585,0.00009910666,0.0001927301,0.0008062495,0.0116065],"genre_scores_gemma":[0.9824437,0.00003454382,0.01645251,0.00001136547,0.00000457242,0.00005563218,0.00005365898,0.00002862006,0.0009155507],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007631517,"threshold_uncertainty_score":0.01517421,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01278901383898185,"score_gpt":0.2693985935497327,"score_spread":0.2566095797107508,"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."}}