{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002051137,0.0001227664,0.0002987012,0.0004415544,0.00005024925,0.00001378702,0.00005355902,0.0000301885,0.00006667394],"category_scores_gemma":[0.0000167571,0.0001214908,0.0001347032,0.001754183,0.000007066335,0.00004962633,0.00002581846,0.0000818762,0.000002739239],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000909874,"about_ca_system_score_gemma":0.00003176693,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007832079,"about_ca_topic_score_gemma":0.001473129,"domain_scores_codex":[0.9989108,0.00001189985,0.0004805532,0.0001725032,0.0002609511,0.0001633084],"domain_scores_gemma":[0.9994327,0.00003112889,0.00008109974,0.0003228617,0.00006346003,0.0000687931],"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":[4.825274e-7,0.00001473629,0.02288691,0.00001947548,0.001137911,0.003648572,0.000259574,0.9712411,0.0005714123,0.000001137911,0.00003430666,0.0001844449],"study_design_scores_gemma":[0.000141942,0.000021187,0.03829441,0.000003308194,0.000704187,0.0003704064,0.0008761109,0.9591156,0.0003150875,6.908527e-7,0.00003706479,0.0001200285],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8590376,0.000004030358,0.1405202,0.000003229508,0.0001041203,0.00008754431,0.000006897328,0.0001008255,0.0001355401],"genre_scores_gemma":[0.9989921,0.000003046667,0.0007528013,0.000002196075,0.00004231564,0.000008931866,0.00005303948,0.00001778437,0.0001277487],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1399545,"threshold_uncertainty_score":0.9987748,"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."}}