{"id":"W2168665593","doi":"10.1002/eqe.100","title":"A strength distribution criterion for minimizing torsional response of asymmetric wall‐type systems","year":2001,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":true,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Structural engineering; Torsion (gastropod); Flexural strength; Eccentricity (behavior); Engineering; Rigidity (electromagnetism); Flexural rigidity; Size effect on structural strength; Geotechnical 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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001902467,0.0002377166,0.000317535,0.0002508684,0.00006518471,0.00004389376,0.000152846,0.000118899,0.000008188585],"category_scores_gemma":[0.0001307022,0.0002371406,0.0001369607,0.0007295411,0.00001748345,0.0002086407,0.00001982793,0.0001514781,0.000003141561],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001881563,"about_ca_system_score_gemma":0.0000195831,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002516901,"about_ca_topic_score_gemma":0.000005479875,"domain_scores_codex":[0.9988242,0.00001624594,0.0004039972,0.0001852208,0.0002128049,0.0003574696],"domain_scores_gemma":[0.9993777,0.0001640899,0.00006089353,0.0002108167,0.0001051216,0.00008140192],"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":[0.000338256,0.00001350006,0.002737462,0.0004035239,0.000216906,0.000009864296,0.0001537267,0.8872958,0.00391888,0.0007375666,0.0002147573,0.1039597],"study_design_scores_gemma":[0.0002713464,0.00006995535,0.2187381,0.00006392338,0.00003459422,0.00002382552,0.00004515592,0.77891,0.0001281693,0.000006383442,0.001495034,0.0002134667],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9753485,0.0004534941,0.02273541,0.00002052653,0.0008782051,0.0001532282,0.0001902166,0.0002099274,0.00001045079],"genre_scores_gemma":[0.9980779,0.00009185992,0.001000407,0.000005077404,0.0001388623,0.00001195244,0.0005548708,0.00003897554,0.00008004354],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2160006,"threshold_uncertainty_score":0.9670313,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006242735102858626,"score_gpt":0.2098895974765514,"score_spread":0.2036468623736927,"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."}}