{"id":"W7133084075","doi":"","title":"Nonlinear finite element analysis of beam-column subassemblies","year":2007,"lang":"","type":"dissertation","venue":"TSpace","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Canadian Heritage; University of Ottawa","funders":"","keywords":"Finite element method; Nonlinear system; Joint (building); Deformation (meteorology); Beam (structure); Range (aeronautics); Shear (geology); Mode (computer interface)","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":[0.0002823771,0.0003396262,0.0002147824,0.0003716518,0.0001302979,0.0002159395,0.0005013532,0.000247156,0.002253245],"category_scores_gemma":[0.0003448923,0.0002136422,0.0001675019,0.0002209716,0.0002253804,0.0002098983,0.0002116574,0.0001478877,0.0004090165],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000418157,"about_ca_system_score_gemma":0.0003605715,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002840405,"about_ca_topic_score_gemma":0.005500923,"domain_scores_codex":[0.9998841,0.00001511264,0.000004178036,0.00001975428,0.00005964882,0.00001720869],"domain_scores_gemma":[0.999808,0.0000605303,0.00002441965,0.00002912174,0.0000685528,0.000009352562],"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":[0.0001371099,0.00009746617,0.004141718,0.00009510374,0.00001368081,0.0001400653,0.0002179913,0.740481,0.218221,0.00202736,0.0004050709,0.03402243],"study_design_scores_gemma":[0.000002954857,0.00005863378,0.002107982,0.000003170425,0.000002745439,0.0000237982,0.000026411,0.9746345,0.0222663,0.0001338637,0.0007349745,0.000004568461],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.844523,0.0000681025,0.1486062,0.00004564152,0.000008308886,0.00004668081,0.000321847,0.0004395064,0.005940697],"genre_scores_gemma":[0.9529127,0.00005509116,0.04009498,0.000009660867,0.000001441245,0.00004589603,0.0002677601,0.00004816579,0.006564264],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002840405,"threshold_uncertainty_score":0.007537842,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01379039497228813,"score_gpt":0.3183039629531557,"score_spread":0.3045135679808676,"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."}}