{"id":"W6901861456","doi":"10.60692/zx9db-bxa82","title":"Analytical Seismic Fragility Curves for Reinforced Concrete Wall pier using Shape Memory Alloys considering maximum drift","year":2019,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Fragility; Pier; Incremental Dynamic Analysis; Rebar; Reinforced concrete; Plastic hinge; Seismic analysis; Probabilistic logic; Seismic loading","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":[0.0002612987,0.0004318204,0.0002032732,0.001121719,0.0001482757,0.0001831389,0.0004354228,0.0004052607,0.001300719],"category_scores_gemma":[0.0007714839,0.0001974164,0.0004632728,0.000625513,0.0002148623,0.0002719616,0.0002229474,0.0002676241,0.0002957021],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004632692,"about_ca_system_score_gemma":0.0002493728,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004123377,"about_ca_topic_score_gemma":0.004585503,"domain_scores_codex":[0.9998988,0.00001648739,0.000004810685,0.00001352025,0.00004471158,0.00002170946],"domain_scores_gemma":[0.9997469,0.0001254966,0.00004426202,0.00002449041,0.00005036553,0.000008569046],"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":[0.0001498758,0.00003491767,0.009491785,0.00007264197,0.00001766138,0.0003283798,0.0001623587,0.8957214,0.06430441,0.002196147,0.0003705064,0.02714994],"study_design_scores_gemma":[0.000002160647,0.00006548211,0.005283618,0.000007006382,0.000005155821,0.00008873641,0.00003904862,0.9844124,0.009439485,0.0003302011,0.0003173036,0.000009413337],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9560301,0.0001442365,0.03888205,0.00003947593,0.000003259695,0.00001571933,0.0003065166,0.000190817,0.004387801],"genre_scores_gemma":[0.9971866,0.00005020632,0.002155879,0.000001996513,9.127851e-7,0.000007099561,0.000118412,0.0000120179,0.0004668233],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004123377,"threshold_uncertainty_score":0.008198798,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02751917992288163,"score_gpt":0.2142702311117319,"score_spread":0.1867510511888503,"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."}}