{"id":"W4205831667","doi":"10.3390/su14020712","title":"Seismic Performance of Hybrid Corrosion-Free Self-Centering Concrete Shear Walls","year":2022,"lang":"en","type":"article","venue":"Sustainability","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ductility (Earth science); Fibre-reinforced plastic; Structural engineering; Brittleness; SMA*; Materials science; Corrosion; Durability; Shape-memory alloy; Retrofitting; Composite number; Shear wall; Shear (geology); Composite material; Engineering; Computer science; Creep","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":[],"consensus_categories":[],"category_scores_codex":[0.0002926821,0.0002196233,0.0003019681,0.00009705072,0.0001970546,0.00001688285,0.0005802191,0.00003116504,0.0002657894],"category_scores_gemma":[0.0001066184,0.0002449039,0.0001271206,0.0002299842,0.00008566705,0.0002037446,0.0005099254,0.0003884726,0.000003239012],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001482373,"about_ca_system_score_gemma":0.0001424379,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005728173,"about_ca_topic_score_gemma":1.080231e-7,"domain_scores_codex":[0.9984422,0.00005366611,0.0004023599,0.0002606256,0.0003778485,0.0004633278],"domain_scores_gemma":[0.9987379,0.00006077145,0.00006923362,0.0008290111,0.0002036789,0.00009939678],"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":[0.0005384577,0.000007515976,0.106797,0.004959907,0.0001271317,0.0001526168,0.003430807,0.827417,0.03930965,0.0006345804,0.002168675,0.01445675],"study_design_scores_gemma":[0.002453669,0.0008355819,0.03114766,0.00003877333,0.00011159,0.0002359347,0.001616379,0.791604,0.1593231,0.0007628394,0.01068809,0.001182424],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977017,0.00009404184,0.0003488101,0.00006337847,0.0004754173,0.0005074852,0.00006007842,0.0005031202,0.000245947],"genre_scores_gemma":[0.999171,0.00001363162,0.0005382273,0.00002262429,0.00002490257,0.00007620836,0.00001646162,0.00003908851,0.00009786252],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1200134,"threshold_uncertainty_score":0.9986889,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004745493482345637,"score_gpt":0.203704085671615,"score_spread":0.1989585921892693,"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."}}