{"id":"W3127977481","doi":"10.2749/vancouver.2017.0430","title":"Seismic Performance of Cross Laminated Timber (CLT) Platform Building by Incremental Dynamic Analysis","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"FPInnovations; University of Northern British Columbia; University of British Columbia","funders":"","keywords":"OpenSees; Cross laminated timber; Orthotropic material; Structural engineering; Finite element method; Shear wall; Seismic analysis; Geology; Incremental Dynamic Analysis; Seismic loading; Engineering; Geotechnical engineering","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0001129672,0.000282657,0.0001638664,0.0005865853,0.0001643777,0.000277197,0.0003617824,0.0001894459,0.001311269],"category_scores_gemma":[0.0003156303,0.0001293341,0.0002137927,0.0003815819,0.000217878,0.0001592301,0.0002117353,0.0001202554,0.0001872106],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003752196,"about_ca_system_score_gemma":0.0001971296,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008749688,"about_ca_topic_score_gemma":0.0145035,"domain_scores_codex":[0.9999416,0.000007013952,0.000002358201,0.00001241021,0.000023367,0.00001320696],"domain_scores_gemma":[0.9999044,0.00003424411,0.00001326769,0.000007743033,0.00002835984,0.00001205491],"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":[0.0004678399,0.0002617389,0.07177839,0.0001252942,0.00005002354,0.001180619,0.0005077741,0.6722327,0.2111263,0.0006232269,0.0003470822,0.04129893],"study_design_scores_gemma":[0.00001924485,0.0007941142,0.1244091,0.00001279698,0.00004511427,0.0002133698,0.0005068848,0.8411562,0.0321814,0.0001589738,0.0004682638,0.00003455069],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987324,0.000003980606,0.0005574966,0.000002243473,3.921321e-7,0.000002588948,0.00003669753,0.00001182049,0.0006523816],"genre_scores_gemma":[0.9995518,0.000005730258,0.0002750688,5.637355e-7,2.186606e-7,0.000001791256,0.00004680383,0.000002147286,0.0001158593],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008749688,"threshold_uncertainty_score":0.01739752,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01206052008048246,"score_gpt":0.2817481490681762,"score_spread":0.2696876289876937,"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."}}