{"id":"W2591728492","doi":"10.1016/j.engstruct.2017.02.045","title":"SMA tension brace for retrofitting concrete shear walls","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"ca_institutions":"York University; University of Ottawa","funders":"Public Works and Government Services Canada","keywords":"SMA*; Shape-memory alloy; Structural engineering; Materials science; Brace; Dissipation; Shear (geology); Stiffness; Tension (geology); Shear wall; Ductility (Earth science); Composite material; Retrofitting; Spall; Ultimate tensile strength; Engineering; Creep; Computer science","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":[0.0002794735,0.0004794496,0.0002429582,0.0004461493,0.0003805769,0.0003507259,0.0007675228,0.0004100992,0.009693717],"category_scores_gemma":[0.0007319106,0.0001938718,0.0002081016,0.0002368319,0.0002080814,0.0005156403,0.000423057,0.0003808277,0.001497912],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001779929,"about_ca_system_score_gemma":0.0002723563,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005265333,"about_ca_topic_score_gemma":0.001946254,"domain_scores_codex":[0.9998233,0.00004511303,0.000005692017,0.00001999005,0.0000752636,0.00003068336],"domain_scores_gemma":[0.9997353,0.00006101317,0.00004022135,0.00005875184,0.00007495314,0.00002982221],"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":[0.00150866,0.0004703705,0.00526746,0.0002710056,0.00003437684,0.0003177856,0.0002053731,0.03915779,0.7857624,0.01034385,0.00228761,0.1543733],"study_design_scores_gemma":[0.0001286639,0.002821236,0.02229341,0.0001065302,0.0001011998,0.0007614522,0.0004423217,0.366055,0.58385,0.002196228,0.02117861,0.00006537985],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.881033,0.0004923825,0.09314592,0.0001029053,0.0001119948,0.00005352124,0.0001206788,0.001064218,0.02387541],"genre_scores_gemma":[0.9832999,0.00007150445,0.00981274,0.00001058787,0.000004971175,0.00001539409,0.00006747958,0.00006791963,0.006649543],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009693717,"threshold_uncertainty_score":0.03242868,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0119087611622883,"score_gpt":0.2380617552359957,"score_spread":0.2261529940737074,"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."}}