{"id":"W4285733530","doi":"10.3390/buildings12071022","title":"Effects of Ground Motion Duration on the Seismic Performance of a Two-Storey Balloon-Type CLT Building","year":2022,"lang":"en","type":"article","venue":"Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Northern British Columbia","funders":"Natural Resources Canada; Government of Canada","keywords":"OpenSees; Duration (music); Structural engineering; Ground motion; Incremental Dynamic Analysis; Seismic hazard; Amplitude; Seismic analysis; Fragility; Geology; Seismology; Engineering; Reinforced concrete; Physics; Acoustics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003006224,0.0001221816,0.0001794514,0.0001603692,0.0001477628,0.00001081814,0.0002079128,0.00002727178,0.00004248826],"category_scores_gemma":[0.00003002376,0.000103607,0.00007286137,0.0006286249,0.00002801633,0.0001528627,0.00004693585,0.0001879255,0.000004622112],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001032992,"about_ca_system_score_gemma":0.00001363837,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005975993,"about_ca_topic_score_gemma":5.638589e-7,"domain_scores_codex":[0.9991341,0.00002969438,0.0002617633,0.00012834,0.0002802124,0.0001659189],"domain_scores_gemma":[0.9995621,0.0000902251,0.000108708,0.0001809857,0.00003659767,0.00002138905],"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":[0.00005060476,0.00005269189,0.001525449,0.0002900409,0.000115989,0.000001701977,0.0008589141,0.5641936,0.4209868,0.001135123,0.0005732849,0.01021584],"study_design_scores_gemma":[0.0003832203,0.0001926914,0.003677333,0.00007919045,0.00007569491,0.000005974776,0.0001363253,0.7462275,0.2478788,0.0000988025,0.001090729,0.0001536836],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9976695,0.0001843979,0.001436991,0.00005889753,0.0002533664,0.000138862,0.000002760906,0.00006247029,0.0001927954],"genre_scores_gemma":[0.9994516,0.000102762,0.0001678866,0.0001197907,0.00005974418,0.00002464386,0.000005865536,0.00002085784,0.00004686652],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1820339,"threshold_uncertainty_score":0.4224972,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006290617449656055,"score_gpt":0.2007246503372124,"score_spread":0.1944340328875564,"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."}}