{"id":"W3114949505","doi":"10.3390/buildings11010009","title":"Nonlinear Static Seismic Response of a Building Equipped with Hybrid Cross-Laminated Timber Floor Diaphragms and Concentric X-Braced Steel Frames","year":2020,"lang":"en","type":"article","venue":"Buildings","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Bracing; Cross laminated timber; Limit state design; Stiffness; Engineering; Structural load; Deformation (meteorology); Seismic analysis; Seismic loading; Finite element method; Flexibility (engineering); Geology; Brace","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0001941782,0.0005416088,0.0003380168,0.0002939045,0.0002058898,0.000223743,0.0003937649,0.000488274,0.001576623],"category_scores_gemma":[0.0002339627,0.0001752736,0.0002784602,0.0002271479,0.0004478174,0.0001546816,0.0003956734,0.0002543074,0.000320378],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001597805,"about_ca_system_score_gemma":0.0001374886,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001756186,"about_ca_topic_score_gemma":0.002139877,"domain_scores_codex":[0.9998434,0.00002319995,0.000006951541,0.00002681394,0.0000605501,0.00003913904],"domain_scores_gemma":[0.9998135,0.00005450332,0.00002747254,0.00002370705,0.00003721823,0.00004370969],"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":[0.001141221,0.0002267622,0.01416932,0.0001863576,0.00008345918,0.001816488,0.0006465382,0.1692463,0.7981053,0.000392448,0.0003577966,0.01362798],"study_design_scores_gemma":[0.00004860376,0.004660534,0.156979,0.00005581389,0.0001230268,0.0009058042,0.001358392,0.5866504,0.2477062,0.0002129404,0.001219668,0.00007964781],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979061,0.0000134595,0.001261564,0.00001007859,0.000003887573,0.000003098752,0.00004807634,0.00004748502,0.00070625],"genre_scores_gemma":[0.9991599,0.00001466842,0.0003844317,0.000003671826,9.999194e-7,0.000002831113,0.00005173335,0.000004046018,0.0003776616],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001756186,"threshold_uncertainty_score":0.005274355,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009865688562768876,"score_gpt":0.2209560514539051,"score_spread":0.2110903628911363,"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."}}