{"id":"W2906309387","doi":"10.1002/eqe.3146","title":"Seismic behavior of coupled steel plate shear walls with simple boundary frame connections","year":2018,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"Faculty of Graduate Studies and Research, University of Alberta","keywords":"Shear wall; Structural engineering; Steel plate shear wall; Dissipation; Stiffness; Hysteresis; Engineering; Seismic loading; Nonlinear system; 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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008581113,0.0004888664,0.0005634718,0.0002981068,0.0001775244,0.0001030957,0.000313666,0.0002042462,0.0001668089],"category_scores_gemma":[0.0000449068,0.0004593512,0.0001672419,0.0006863559,0.0001924351,0.0002650277,0.00006055001,0.0005266421,0.00002670911],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002090114,"about_ca_system_score_gemma":0.00004018814,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002746955,"about_ca_topic_score_gemma":0.0003286913,"domain_scores_codex":[0.998069,0.00001627668,0.0005154212,0.0003866997,0.0003858793,0.0006267104],"domain_scores_gemma":[0.9988695,0.00009410255,0.0000956795,0.0005824988,0.0001778927,0.0001802965],"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":[0.00006791763,0.00001582818,0.01212677,0.0002731807,0.0008559637,0.00003898868,0.0007162615,0.9321801,0.02798755,0.001102618,0.00005940578,0.02457541],"study_design_scores_gemma":[0.0003374313,0.0001188597,0.4098354,0.00003749486,0.0001253002,0.00007856674,0.00004583129,0.5870299,0.001782012,0.00004970408,0.0001593851,0.0004001628],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9871036,0.00008437545,0.01077931,0.0000189312,0.0007104377,0.0002731105,0.0001560928,0.0007932665,0.00008091054],"genre_scores_gemma":[0.9938076,0.00001061132,0.005559008,0.00001118182,0.000207363,0.00002047793,0.0001447783,0.0001345203,0.000104519],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3977086,"threshold_uncertainty_score":0.9997858,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004655972814604168,"score_gpt":0.2006358515036381,"score_spread":0.195979878689034,"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."}}