{"id":"W151677648","doi":"","title":"Earthquake Response Analysis and Resistant Design of Moderately Ductile Reinforced Concrete Shear Walls Considering Higher Mode Effects","year":2014,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds Québécois de la Recherche sur la Nature et les Technologies; Strong; University of Ottawa","keywords":"Humanities; Physics; Art","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false,"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":[0.0003727317,0.000482163,0.0004499824,0.0003394529,0.0001412787,0.000441622,0.0004040653,0.0006686182,0.002504986],"category_scores_gemma":[0.0009960885,0.0002846832,0.0004482801,0.0001484405,0.000315427,0.0002278049,0.0003813039,0.000291772,0.0004362624],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002055557,"about_ca_system_score_gemma":0.0004183592,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001424381,"about_ca_topic_score_gemma":0.001318028,"domain_scores_codex":[0.9998478,0.00005368227,0.000007269804,0.00002139465,0.00004824514,0.0000216384],"domain_scores_gemma":[0.9996202,0.0002095055,0.00005635714,0.000030754,0.00005761818,0.00002550423],"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":[0.00006207862,0.00001704037,0.001163637,0.00004136778,0.00001291962,0.00007419958,0.00004238358,0.9705837,0.01680856,0.0006751676,0.00005041366,0.01046857],"study_design_scores_gemma":[0.000006081557,0.00009398299,0.0008049459,0.000009498275,0.000008086645,0.00002117753,0.00002725362,0.9952225,0.00312453,0.000361015,0.000315859,0.000005003087],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5066333,0.0001316822,0.4869338,0.00005470316,0.00001491453,0.0000539067,0.00006204677,0.0002472518,0.005868359],"genre_scores_gemma":[0.9732193,0.00006270404,0.02449161,0.00001293742,0.000003770008,0.0000371427,0.00004220838,0.00003116171,0.00209915],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002504986,"threshold_uncertainty_score":0.008379996,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008303861179074069,"score_gpt":0.206896236176152,"score_spread":0.1985923749970779,"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."}}