{"id":"W1878480619","doi":"10.1139/l2012-086","title":"Discussion of “Nonlinear behaviour of steel–concrete composite bridges: finite element modelling and experimental verification”<sup>1</sup>Appears in the Canadian Journal of Civil Engineering, <b>39</b>: 191–202 [doi:10.1139/l11-124].","year":2012,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Structural engineering; Nonlinear system; Composite number; Engineering; Civil engineering; Materials science; Composite material; Physics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001918882,0.0004686465,0.0002809857,0.000251865,0.001337298,0.0006643216,0.002312449,0.00214069,0.01470892],"category_scores_gemma":[0.004226901,0.0002771092,0.0005981537,0.0002905678,0.001559719,0.001209652,0.000582431,0.001067761,0.002422031],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006254349,"about_ca_system_score_gemma":0.0006512884,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004774513,"about_ca_topic_score_gemma":0.007100733,"domain_scores_codex":[0.9990935,0.0001744783,0.00002881879,0.0001015788,0.0005521368,0.00004941147],"domain_scores_gemma":[0.9987223,0.0006808803,0.00009047845,0.0001877822,0.0002890411,0.00002946195],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0006035512,0.0005790589,0.005244107,0.001047643,0.00007265669,0.001649158,0.002124423,0.2298958,0.523394,0.09892917,0.06212292,0.07433771],"study_design_scores_gemma":[0.00008521276,0.0005936678,0.005991792,0.0001575951,0.00006587269,0.001039337,0.0005388201,0.4750764,0.337036,0.02679296,0.1524963,0.0001260908],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"commentary","genre_scores_codex":[0.1756794,0.0009973918,0.715579,0.01889515,0.0029434,0.0003140139,0.001719841,0.001360094,0.08251169],"genre_scores_gemma":[0.8089226,0.001091999,0.1291135,0.004011735,0.0003237989,0.0003762418,0.001306779,0.0003051985,0.05454817],"genre_candidate":"commentary","genre_consensus":null,"teacher_disagreement_score":0.01470892,"threshold_uncertainty_score":0.0492062,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01138407933245162,"score_gpt":0.2014904795052388,"score_spread":0.1901064001727872,"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."}}