{"id":"W4415296658","doi":"10.1016/j.istruc.2025.110390","title":"Seismic resilience of concrete shear walls with hybrid CFRP-steel reinforcement: Influence of aspect ratio and concrete size effect","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Ductility (Earth science); Shear wall; Resilience (materials science); Stiffness; Tangent; Displacement (psychology); Shear (geology); Carbon fiber reinforced polymer; Aspect ratio (aeronautics)","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":[0.0003080275,0.0004118752,0.0002843458,0.0008322241,0.0002248076,0.0003069396,0.000311085,0.0004478991,0.001680891],"category_scores_gemma":[0.00122527,0.0002557537,0.0003004823,0.0002825716,0.0004922797,0.0003442403,0.0003442283,0.0002647692,0.0003027326],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002361613,"about_ca_system_score_gemma":0.0002214502,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0015332,"about_ca_topic_score_gemma":0.001727122,"domain_scores_codex":[0.9998744,0.00002001763,0.000005061655,0.00002550969,0.00002770298,0.00004748349],"domain_scores_gemma":[0.9992692,0.0003135788,0.000152437,0.00006799362,0.00009014316,0.0001066076],"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":[0.001406635,0.0001199155,0.01462052,0.0001255039,0.00007468362,0.001127406,0.0002356785,0.2836202,0.6860928,0.001359377,0.0003728233,0.0108445],"study_design_scores_gemma":[0.00004557641,0.0012458,0.06174053,0.00006168217,0.0001442854,0.0004566447,0.0006140248,0.5501866,0.3840656,0.0007079531,0.0006632549,0.00006802382],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977247,0.00007038269,0.001391021,0.00002052424,0.000007684826,0.000003035356,0.00005256606,0.00004211642,0.0006879524],"genre_scores_gemma":[0.9996774,0.00001843533,0.0001143738,0.000001406254,8.918777e-7,9.626912e-7,0.00002293288,0.000005467214,0.000158256],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001680891,"threshold_uncertainty_score":0.005623102,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002921916930984635,"score_gpt":0.2116054343050409,"score_spread":0.2086835173740563,"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."}}