{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003351756,0.0005587171,0.0003361066,0.0003435313,0.0001505736,0.0002670043,0.000374604,0.0004532378,0.001137529],"category_scores_gemma":[0.0003829435,0.0002130157,0.0002813361,0.0002247324,0.000365662,0.0002416264,0.0004897033,0.0002484439,0.0003050559],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000135528,"about_ca_system_score_gemma":0.0001200634,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003798612,"about_ca_topic_score_gemma":0.0007963197,"domain_scores_codex":[0.9997416,0.00003486731,0.00002085184,0.00004045682,0.000117837,0.00004436956],"domain_scores_gemma":[0.9995969,0.00008416629,0.0001185874,0.00004437181,0.00009099384,0.00006501807],"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":[0.0005810857,0.0001235026,0.004517139,0.00009684248,0.00003165874,0.0002454513,0.0001298267,0.02615828,0.9596734,0.0001769913,0.00007189732,0.008193981],"study_design_scores_gemma":[0.00003719746,0.005626503,0.0289194,0.00003347333,0.00008134658,0.000232936,0.0003162494,0.0615729,0.9019563,0.00006981511,0.001108188,0.00004561624],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990174,0.00004226109,0.000561915,0.000002553565,0.000003114314,0.000001746079,0.00001918078,0.00001548264,0.0003364153],"genre_scores_gemma":[0.9991384,0.0000354581,0.0003896691,0.000001749101,7.64049e-7,0.000002745321,0.00002601863,0.000003914407,0.000401433],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001137529,"threshold_uncertainty_score":0.003805399,"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."}}