{"id":"W2314233536","doi":"10.1061/41084(364)125","title":"Distribution of Inelastic Demand in Slender R/C Shear Walls Subjected to Eastern North America Ground Motions","year":2009,"lang":"en","type":"article","venue":"","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"OpenSees; Structural engineering; Shear wall; Finite element method; Roof; Shear (geology); Reinforced concrete; Nonlinear system; Flexural strength; Geology; Engineering; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0001485427,0.0001963638,0.000136914,0.0003969158,0.0002030485,0.0002284156,0.0001645536,0.0001878583,0.00113016],"category_scores_gemma":[0.0004754256,0.0001742518,0.0000832861,0.0002384144,0.0004215952,0.0001203695,0.0002569829,0.00008663957,0.0002003792],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005589947,"about_ca_system_score_gemma":0.0003055597,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.07222714,"about_ca_topic_score_gemma":0.1357445,"domain_scores_codex":[0.9999056,0.00001066019,0.000003662629,0.00001955702,0.00002804763,0.00003251165],"domain_scores_gemma":[0.999769,0.00006967062,0.00005703839,0.0000144118,0.00005672452,0.00003303497],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001216053,0.0001262476,0.7255227,0.00005726245,0.00005647584,0.001089648,0.002263611,0.07041895,0.1744106,0.0005281839,0.0003851507,0.02392517],"study_design_scores_gemma":[0.000007818206,0.0001263557,0.9784208,0.000004009718,0.0000129133,0.00007985917,0.0009395776,0.01468601,0.00544409,0.00005237807,0.0002139473,0.00001231033],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9996992,0.000002702239,0.0000671829,0.000001578946,1.084454e-7,4.909125e-7,0.00001562568,0.000002108198,0.0002109524],"genre_scores_gemma":[0.9996376,0.000005243758,0.00004964835,0.000001345222,2.005322e-7,0.000001014973,0.00003878694,0.000001285629,0.0002648002],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07222714,"threshold_uncertainty_score":0.1436134,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007818900747286774,"score_gpt":0.2064409758474232,"score_spread":0.1986220751001364,"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."}}