{"id":"W3041980516","doi":"10.1177/1369433220916938","title":"Two-discrete-elements concrete shear deformation model: Formulation and application in the seismic evaluation of reinforced concrete shear walls","year":2020,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary; Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada; University of Calgary","keywords":"Structural engineering; Shear (geology); Flexural strength; Materials science; Shear and moment diagram; Compatibility (geochemistry); Shear force; Reinforced concrete; Geotechnical engineering; Composite material; Geology; Beam (structure); Engineering","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":[0.0005840476,0.0006631049,0.0007066858,0.0006376614,0.0002970163,0.0007279204,0.001132503,0.001454156,0.001187946],"category_scores_gemma":[0.0006832666,0.0004833323,0.0008057568,0.0004520936,0.0006422967,0.000483752,0.0005866698,0.0007716854,0.0003319726],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005598139,"about_ca_system_score_gemma":0.0008348405,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004413682,"about_ca_topic_score_gemma":0.003337864,"domain_scores_codex":[0.9997101,0.00007304631,0.00001519747,0.00003829903,0.000142491,0.00002075371],"domain_scores_gemma":[0.9997949,0.00008859092,0.00002651212,0.00002050013,0.00005436572,0.00001520215],"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":[0.00001664516,0.00002859957,0.0005577148,0.00003137311,0.000007952635,0.00008899283,0.0000436162,0.9816933,0.004586276,0.005158567,0.00009812438,0.007688783],"study_design_scores_gemma":[0.000001611439,0.000005994296,0.00004303206,0.000002183858,0.000001181107,0.000007946099,0.000003854164,0.9990906,0.0003736375,0.0002849335,0.000183149,0.000002016373],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02782726,0.0002550455,0.9669514,0.0001095772,0.00003329104,0.00006112553,0.00005337436,0.0001587279,0.004550114],"genre_scores_gemma":[0.8213478,0.0006780837,0.1695371,0.00005657268,0.00003649967,0.0002707485,0.0001653313,0.00008327335,0.007824588],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004413682,"threshold_uncertainty_score":0.008776009,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01216697772409789,"score_gpt":0.2703649874277074,"score_spread":0.2581980097036095,"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."}}