{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007446492,0.000122083,0.0001753961,0.0001396576,0.00002010402,0.00001509358,0.0000846742,0.00005178341,0.000006719262],"category_scores_gemma":[0.000054095,0.00009577007,0.00003520423,0.0002569861,0.00001207796,0.00007880624,0.00001477665,0.0001087452,0.000001490457],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002812223,"about_ca_system_score_gemma":0.000003122165,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003030875,"about_ca_topic_score_gemma":4.626485e-7,"domain_scores_codex":[0.9994941,0.000009082808,0.0001568277,0.00010002,0.0001201018,0.0001199007],"domain_scores_gemma":[0.9996649,0.0000982477,0.00003247659,0.0001568363,0.00001740036,0.00003016157],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000004314276,0.000002447749,0.0001119347,0.0002636468,0.00004429118,3.42092e-7,0.0005416766,0.6884422,0.3095146,0.0003807677,0.00002104694,0.000672738],"study_design_scores_gemma":[0.0001974591,0.00004733244,0.04498255,0.0001223018,0.00003387111,0.000001854942,0.00005923268,0.4572074,0.4970123,0.0001242506,0.00007875563,0.0001327527],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9897621,0.00008980768,0.009701516,0.00002605019,0.0001771993,0.0001692385,0.000005838837,0.00005033264,0.00001789927],"genre_scores_gemma":[0.9990919,0.00001248639,0.0007973645,0.00002709552,0.00003942568,0.000006352563,0.000001403413,0.00001635129,0.000007660474],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2312348,"threshold_uncertainty_score":0.390539,"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."}}