{"id":"W4399928057","doi":"10.1007/978-3-031-62888-7_31","title":"Nonlinear Seismic Performance of Self-centering Steel Plate Shear Walls with Openings","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"ca_institutions":"Concordia University","funders":"","keywords":"Steel plate shear wall; Shear wall; Structural engineering; Nonlinear system; Shear (geology); Materials science; Geology; Engineering; Composite material; Physics","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0002780175,0.0005213659,0.000482374,0.0002734898,0.0003013676,0.0006051222,0.0005154457,0.000605213,0.002549396],"category_scores_gemma":[0.001020323,0.0002690335,0.0002635341,0.0002772548,0.0009184915,0.0004708042,0.0006117626,0.00032962,0.0006518137],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004030569,"about_ca_system_score_gemma":0.0002931592,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002291556,"about_ca_topic_score_gemma":0.001598265,"domain_scores_codex":[0.9998367,0.0000276225,0.00000591383,0.00002495606,0.000063056,0.00004173029],"domain_scores_gemma":[0.999319,0.0003499221,0.00007038063,0.00005951837,0.0001244811,0.00007673041],"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":[0.003070377,0.0002633235,0.006114716,0.0002174617,0.00005063136,0.0005606196,0.0004305451,0.6465848,0.3147168,0.004838117,0.0009557602,0.02219686],"study_design_scores_gemma":[0.00004351726,0.0007527155,0.01310481,0.00002646462,0.00003460595,0.0001393602,0.0003373505,0.9001582,0.08365505,0.001114261,0.0005843667,0.00004945218],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9859123,0.0001090917,0.004213522,0.00004104472,0.0000196735,0.000005868716,0.0001008228,0.0000768852,0.009520898],"genre_scores_gemma":[0.994635,0.00006920414,0.0004331972,0.000004984337,0.000005823003,0.000003581254,0.00009917837,0.00002127875,0.004727677],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002549396,"threshold_uncertainty_score":0.00852865,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005208884498356856,"score_gpt":0.1812271019847462,"score_spread":0.1760182174863893,"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."}}