{"id":"W2965241918","doi":"10.1016/j.engstruct.2019.109451","title":"Effects of ground motion duration on the seismic damage to and collapse capacity of a mid-rise woodframe building","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"China Scholarship Council","keywords":"Earthquake shaking table; Fragility; Duration (music); Structural engineering; Incremental Dynamic Analysis; Ground motion; Shake; Seismic analysis; Intensity (physics); Finite element method; Low-rise; Engineering; Seismology; Geology; Physics; Acoustics","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":[0.0003316265,0.0002098031,0.0002074109,0.000324723,0.0002545964,0.0002743479,0.0001926075,0.0002927769,0.002597465],"category_scores_gemma":[0.001286772,0.0001316753,0.0002670687,0.0001712491,0.0003293662,0.0002461474,0.0002439789,0.0002915257,0.0001807368],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002649702,"about_ca_system_score_gemma":0.0001731815,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002602428,"about_ca_topic_score_gemma":0.003996625,"domain_scores_codex":[0.9998492,0.00002548089,0.000009245685,0.00002487274,0.00003250932,0.00005852956],"domain_scores_gemma":[0.9986343,0.0008921928,0.0001428013,0.00005621963,0.0001068615,0.0001675084],"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":[0.02328238,0.00209078,0.2951,0.0002804675,0.0003322145,0.002537963,0.0006255799,0.2431334,0.3731801,0.0006849523,0.0005916013,0.05816058],"study_design_scores_gemma":[0.00005748687,0.007121692,0.8237427,0.00001836701,0.0002181851,0.0006595879,0.0008117199,0.09245471,0.0742072,0.0001346851,0.0005270489,0.00004667173],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999568,0.0000193635,0.0001166127,0.000003737654,0.000001854999,7.994284e-7,0.000030543,0.000004151728,0.0002548643],"genre_scores_gemma":[0.9997259,0.000007686988,0.00002909745,0.000001727666,7.28678e-7,5.989119e-7,0.00003363884,0.000001197574,0.0001995028],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002602428,"threshold_uncertainty_score":0.008689344,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00330004685538308,"score_gpt":0.1790018077732181,"score_spread":0.175701760917835,"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."}}