{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002668412,0.0002754185,0.0002218147,0.0003761078,0.000290006,0.0002810975,0.0002399249,0.0002897138,0.0006622725],"category_scores_gemma":[0.0008249211,0.0001129466,0.0001685664,0.000280703,0.0002591019,0.0001376391,0.0002884543,0.0001937744,0.0001221946],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000359495,"about_ca_system_score_gemma":0.0002014568,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008229822,"about_ca_topic_score_gemma":0.02758511,"domain_scores_codex":[0.9998362,0.00002258198,0.000009427908,0.00002343108,0.00006498436,0.0000433377],"domain_scores_gemma":[0.9994361,0.0002245803,0.00008380277,0.00004439472,0.0001015986,0.0001094805],"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":[0.002822327,0.0004448878,0.2758036,0.0001668861,0.0001275244,0.001448014,0.0009448196,0.08851167,0.5859393,0.0001203715,0.0002322681,0.04343829],"study_design_scores_gemma":[0.00002572699,0.003413861,0.9233563,0.00001104479,0.00007813333,0.0004241059,0.0007742001,0.02621762,0.045151,0.00003769204,0.0004718883,0.00003840123],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9996997,0.000008914567,0.0001119035,0.000002487081,5.92941e-7,0.000001379077,0.0000213089,0.000003611996,0.0001500722],"genre_scores_gemma":[0.9997671,0.000009616971,0.00008676488,0.000001491298,4.752206e-7,0.000001079097,0.000038953,0.000001707074,0.00009274602],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008229822,"threshold_uncertainty_score":0.01636386,"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."}}