{"id":"W4391598582","doi":"10.2749/newdelhi.2023.0464","title":"Case Study of Rochdale Canal Bridge Assessment using Non-Linear Finite Element analysis","year":2023,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"SNC-Lavalin (Canada)","funders":"","keywords":"Structural engineering; Buckling; Finite element method; Bridge (graph theory); Skew; Engineering; Computer science","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":[0.000858211,0.0004791597,0.0004239633,0.0009708377,0.0007742731,0.0008953626,0.00110538,0.001996142,0.002834588],"category_scores_gemma":[0.0009852805,0.0002542327,0.0005442716,0.0005955169,0.0007061444,0.0004942206,0.0008680186,0.0004334069,0.0004321507],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007323963,"about_ca_system_score_gemma":0.000785575,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01397436,"about_ca_topic_score_gemma":0.03433711,"domain_scores_codex":[0.999585,0.0001149125,0.00002508802,0.00004862517,0.0001700341,0.0000563621],"domain_scores_gemma":[0.9994525,0.0002670544,0.00003306914,0.00005602272,0.000142668,0.0000486255],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","study_design_scores_codex":[0.0002611221,0.0003486281,0.01597907,0.0002760786,0.00004006569,0.009016599,0.0008787141,0.9108354,0.02531235,0.0041371,0.001804367,0.03111039],"study_design_scores_gemma":[0.0000303767,0.0003514843,0.009257249,0.0000372973,0.00002504486,0.0006144569,0.001251185,0.9736579,0.01021549,0.001159825,0.003362385,0.00003729841],"study_design_candidate":"case_report","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9523765,0.0001195983,0.03504391,0.0002795593,0.00002490141,0.0001378587,0.0003537885,0.0002251412,0.01143871],"genre_scores_gemma":[0.9800322,0.00006405472,0.01515508,0.00001752953,0.000004579061,0.00006097519,0.0001355211,0.00002017756,0.00450991],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01397436,"threshold_uncertainty_score":0.02778608,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.04289702760216176,"score_gpt":0.3320184980302314,"score_spread":0.2891214704280696,"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."}}