{"id":"W2028114671","doi":"10.12989/scs.2013.14.6.523","title":"Seismic behavior of soft storey mid-rise steel frames with randomly distributed masonry infill","year":2013,"lang":"en","type":"article","venue":"Steel and Composite Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Infill; Masonry; Structural engineering; Ductility (Earth science); Low-rise; Geotechnical engineering; Seismic analysis; Geology; Frame (networking); Seismic loading; Finite element method; Steel frame; Shear (geology); Engineering; Materials science; Composite material; Mechanical engineering","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":[0.0003056259,0.000409399,0.0002920517,0.0003647189,0.000170061,0.0002872268,0.0003127354,0.0004022606,0.0008641034],"category_scores_gemma":[0.0007863105,0.0002356949,0.0003085157,0.000149237,0.0002974473,0.0001924333,0.000185668,0.0001634968,0.000231648],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002229895,"about_ca_system_score_gemma":0.0001836816,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001701518,"about_ca_topic_score_gemma":0.005193547,"domain_scores_codex":[0.9998437,0.0000322059,0.00000805606,0.00002448963,0.00005818558,0.00003334002],"domain_scores_gemma":[0.9997086,0.0001136987,0.00005500974,0.00003155379,0.00006067356,0.00003038147],"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":[0.0009285695,0.0001618078,0.03492268,0.0001466977,0.00009178647,0.001783662,0.0004476832,0.3456767,0.5780218,0.001069231,0.0002190696,0.03653036],"study_design_scores_gemma":[0.000039378,0.002264015,0.09964847,0.00004242189,0.0001261237,0.00066632,0.0006337466,0.7369153,0.1578071,0.000450374,0.001352877,0.00005394801],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9938607,0.00003413468,0.00546822,0.000006725076,0.000003968926,0.000004121339,0.00002138848,0.00003319742,0.0005675455],"genre_scores_gemma":[0.998114,0.00001992298,0.001611363,0.00000287313,8.483323e-7,0.00000212575,0.00002198367,0.000003871381,0.0002230408],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001701518,"threshold_uncertainty_score":0.003383279,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0040060697885114,"score_gpt":0.185568050756695,"score_spread":0.1815619809681836,"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."}}