{"id":"W2505308721","doi":"10.1007/978-3-319-29910-5_19","title":"Seismic Response of SMA Reinforced Shear Walls","year":2016,"lang":"en","type":"book-chapter","venue":"Conference proceedings of the Society for Experimental Mechanics","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Ottawa; York University","funders":"","keywords":"SMA*; Structural engineering; Shear wall; Materials science; Dissipation; Finite element method; Ductility (Earth science); Shear (geology); Cracking; Shape-memory alloy; Nonlinear system; Reinforced concrete; Composite material; Engineering; Computer science","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":[0.0001046458,0.0002152685,0.0001171495,0.0001826344,0.0001059897,0.0002162253,0.0002074184,0.0003077651,0.004441657],"category_scores_gemma":[0.0003066311,0.0001362407,0.0001302393,0.0001184814,0.0002196091,0.0001412778,0.0002841812,0.0001990745,0.0007840706],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001343731,"about_ca_system_score_gemma":0.00007894629,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005693164,"about_ca_topic_score_gemma":0.0006667929,"domain_scores_codex":[0.9999374,0.00001266715,0.000001447312,0.000007381161,0.00002659798,0.00001454823],"domain_scores_gemma":[0.9999324,0.00002850464,0.000007096693,0.00000741243,0.00001431259,0.00001018948],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001196431,0.0001091739,0.004332407,0.00008609153,0.00003225531,0.0006767595,0.000387496,0.1599569,0.7769428,0.005745474,0.002836889,0.04769729],"study_design_scores_gemma":[0.00005107563,0.0006131522,0.03933687,0.0000760569,0.00002910507,0.0005130425,0.0006684469,0.7124617,0.2325422,0.004383597,0.009274601,0.00005023058],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9700483,0.0001709522,0.008785998,0.0001216431,0.00003630596,0.000004488889,0.0001032865,0.0001297299,0.02059937],"genre_scores_gemma":[0.9935775,0.00006055346,0.0003863377,0.000009502411,0.000004562599,0.000002290946,0.00008469535,0.00001532079,0.00585915],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004441657,"threshold_uncertainty_score":0.01485878,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01942693599166565,"score_gpt":0.2337506546177155,"score_spread":0.2143237186260499,"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."}}