{"id":"W4236065285","doi":"10.1260/136943305774858043","title":"Analysis of Coupled Lateral-Torsional-Pounding Responses of One-Storey Asymmetric Adjacent Structures Subjected to Bi-Directional Ground Motions Part I: Uniform Ground Motion Input","year":2005,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Ground motion; Vibration; Parametric statistics; Nonlinear system; Eccentricity (behavior); Dimensionless quantity; Strong ground motion; Computation; Physics; Geology; Engineering; Mechanics; Acoustics; Mathematics","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":[0.0001789751,0.000271337,0.000309846,0.0002498054,0.0001456998,0.0001803574,0.0003343331,0.0002841195,0.001395281],"category_scores_gemma":[0.0007197781,0.0001434434,0.0002335938,0.0001538144,0.0003542235,0.0002341394,0.0004250086,0.0001889183,0.0001149679],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001540205,"about_ca_system_score_gemma":0.0001132817,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008629942,"about_ca_topic_score_gemma":0.0006136868,"domain_scores_codex":[0.9998863,0.00002238513,0.000006327301,0.00002021599,0.00004102186,0.00002374335],"domain_scores_gemma":[0.9997545,0.0001065513,0.00003720002,0.00003967505,0.00003512203,0.0000268935],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001482435,0.0002661601,0.01279307,0.0001918909,0.0001169119,0.0009296314,0.0003822737,0.3725352,0.5850635,0.000832913,0.0001721287,0.0252339],"study_design_scores_gemma":[0.00004523574,0.001123758,0.03401118,0.000008199126,0.00004386724,0.0002171028,0.0002426249,0.8769781,0.0866821,0.0003531684,0.0002677004,0.00002689454],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971803,0.000007368606,0.002391268,0.000005043532,0.000001236573,0.000004236223,0.00001735039,0.00001211764,0.0003810712],"genre_scores_gemma":[0.9995989,0.000005372214,0.0002573814,0.000001553019,3.572117e-7,0.000002969833,0.000015468,0.000001775814,0.0001162197],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001395281,"threshold_uncertainty_score":0.004667699,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009748366342595946,"score_gpt":0.2449022577642736,"score_spread":0.2351538914216777,"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."}}