{"id":"W2015616255","doi":"10.5539/mas.v8n4p223","title":"Nonlinear Shear Buckling Parametric Finite-Element Analysis of Corrugated Steel Webs","year":2014,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Buckling; Materials science; Structural engineering; Shear (geology); Finite element method; Composite material; Parametric statistics; Nonlinear system; Failure mode and effects analysis; Shear stress; Engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007029519,0.0002002206,0.0004581454,0.00137398,0.000149272,0.00008487135,0.0006097017,0.00006227404,0.00006120661],"category_scores_gemma":[0.0001399708,0.000188857,0.0001343624,0.007276482,0.0002159495,0.00009824017,0.0001077423,0.0001788583,0.0000323356],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001175718,"about_ca_system_score_gemma":0.0000302289,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005675378,"about_ca_topic_score_gemma":0.00001720078,"domain_scores_codex":[0.9978785,0.00001454133,0.0004287615,0.0004632746,0.0007561699,0.0004587451],"domain_scores_gemma":[0.998848,0.0001744863,0.00009566976,0.0006296108,0.0001052062,0.0001469939],"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":[0.000003265079,0.000009326841,0.000944173,0.00001231114,0.0001299807,2.634573e-7,0.0001432838,0.7236636,0.2724947,0.0001554436,0.000005703276,0.002437952],"study_design_scores_gemma":[0.0001333736,0.00001368525,0.004625335,0.000005060252,0.0003056819,2.17446e-7,0.00003328002,0.8954707,0.09902365,0.0001328673,0.0000678283,0.0001883596],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7561715,0.00004204282,0.2408778,0.0000104189,0.00009210778,0.0001114072,0.00001205898,0.0002020547,0.002480618],"genre_scores_gemma":[0.987704,0.000008584627,0.01215623,0.00002834289,0.00002672632,0.00001011741,0.00001363407,0.000019157,0.00003320205],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2315325,"threshold_uncertainty_score":0.7701365,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01068871136146923,"score_gpt":0.2233965652619307,"score_spread":0.2127078539004614,"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."}}