{"id":"W2970920834","doi":"10.1061/(asce)st.1943-541x.0002415","title":"Displacement-Based Design of Hybrid RC–Timber Structure: Seismic Risk Assessment","year":2019,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University; University of British Columbia; Okanagan University College; University of British Columbia, Okanagan Campus","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Stiffness; Structural system; Dissipation; Infill; Frame (networking); Induced seismicity; Displacement (psychology); Engineering; Nonlinear system; Beam (structure); Reinforced concrete; Damper; Hybrid system; Moment (physics); Cross laminated timber; Computer science; Civil engineering; Mechanical engineering; Physics","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":[0.0001555659,0.0003352363,0.0002005558,0.0003482065,0.0001262732,0.0002951808,0.0004691464,0.0004024971,0.001639917],"category_scores_gemma":[0.0001972307,0.0001973263,0.0001952853,0.0001274829,0.0001997684,0.0001785219,0.0003112125,0.0001141555,0.0002667608],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002805138,"about_ca_system_score_gemma":0.0003811144,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001310096,"about_ca_topic_score_gemma":0.002878526,"domain_scores_codex":[0.9998991,0.00002015557,0.00000393942,0.00002010269,0.00004467715,0.00001193187],"domain_scores_gemma":[0.9999155,0.00001557116,0.00002268418,0.000006939986,0.00002994072,0.000009480953],"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":[0.0001108175,0.00004583034,0.00217006,0.00009707336,0.00002832828,0.0001759999,0.00006577834,0.8526098,0.09428535,0.00237777,0.0002627172,0.0477704],"study_design_scores_gemma":[0.000007718163,0.0001789437,0.0009387421,0.000004871811,0.00001351751,0.00005120709,0.00002648322,0.9924513,0.005499019,0.0001962121,0.0006254086,0.000006611865],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3576608,0.0001406516,0.6310169,0.00005194901,0.00001646696,0.00008683435,0.00006141976,0.0002551829,0.01070982],"genre_scores_gemma":[0.9630504,0.00002992731,0.03550852,0.000008235404,0.000002432986,0.00003307727,0.00002157842,0.000008385045,0.001337496],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001639917,"threshold_uncertainty_score":0.005486012,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003529420336600371,"score_gpt":0.1933851602068951,"score_spread":0.1898557398702947,"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."}}