{"id":"W2136428486","doi":"10.1002/tal.1107","title":"Finite element modeling and parametric analysis of timber–steel hybrid structures","year":2013,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Infill; Structural engineering; Finite element method; Shear wall; Parametric statistics; Stiffness; Shear (geology); Engineering; Materials science; Composite material; Mathematics","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0003488062,0.0002820669,0.0002433013,0.0003434985,0.0001765062,0.0002816595,0.0006038107,0.0005276343,0.001545768],"category_scores_gemma":[0.0003843421,0.0002163633,0.0003259845,0.0002042246,0.0003792867,0.0002282077,0.0002598763,0.0002116709,0.0003227564],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002035123,"about_ca_system_score_gemma":0.0003204614,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001288316,"about_ca_topic_score_gemma":0.001353933,"domain_scores_codex":[0.9998521,0.00003641378,0.000007155149,0.00001677921,0.00007157486,0.00001599667],"domain_scores_gemma":[0.999827,0.00007438987,0.00001867006,0.0000320929,0.00004054347,0.000007288925],"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":[0.00003995387,0.00003845053,0.0009220776,0.00005210912,0.00001329573,0.0001115183,0.0001125766,0.9326072,0.04979485,0.003378592,0.000181569,0.01274776],"study_design_scores_gemma":[0.000003654936,0.00003397767,0.0005265242,0.000004805936,0.000003162653,0.00003313864,0.0000215681,0.9924065,0.005635931,0.0003853254,0.0009392537,0.00000615811],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4641488,0.0001267277,0.5233519,0.00005047479,0.00001907368,0.00007882971,0.0002050373,0.0004627313,0.01155641],"genre_scores_gemma":[0.9466869,0.00004871118,0.05047159,0.000006927683,0.000002504224,0.0000797349,0.0001183978,0.00002946002,0.002555685],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001545768,"threshold_uncertainty_score":0.005171061,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01645116178109797,"score_gpt":0.2033954152789886,"score_spread":0.1869442534978907,"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."}}