{"id":"W2782332624","doi":"10.3390/met8010022","title":"Local Buckling Behavior and Plastic Deformation Capacity of High-Strength Pipe at Strike-Slip Fault Crossing","year":2017,"lang":"en","type":"article","venue":"Metals","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Buckling; Structural engineering; Finite element method; Parametric statistics; Slip (aerodynamics); Geotechnical engineering; Nonlinear system; Deformation (meteorology); Engineering; Geology","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001056943,0.0001488017,0.0002401929,0.0000543481,0.0002689965,0.0001391251,0.0001312505,0.0001209628,0.00001388428],"category_scores_gemma":[0.0001312985,0.0001338087,0.00004839026,0.00003079063,0.0001485834,0.000222249,0.00005445323,0.0001599855,0.000003588407],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005462369,"about_ca_system_score_gemma":0.000005422959,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001314194,"about_ca_topic_score_gemma":0.00005465303,"domain_scores_codex":[0.9992855,0.000008255163,0.0002458211,0.0001193932,0.0001458644,0.0001951808],"domain_scores_gemma":[0.9994984,0.0000652608,0.00007280201,0.0002661555,0.00002627611,0.0000711558],"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":[0.00001874435,0.00003299681,0.0008836461,0.0004824195,0.0001072675,0.000006660951,0.0003479294,0.8641939,0.09946714,0.001258962,0.00004696229,0.03315344],"study_design_scores_gemma":[0.001409289,0.00009391476,0.20717,0.0001940322,0.0002868419,0.00007655269,0.00006483073,0.4468975,0.3407559,0.0009188026,0.001381202,0.0007511315],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9059302,0.0001258089,0.09337443,0.000007398282,0.000264622,0.00006348069,0.00002421346,0.000124361,0.00008549316],"genre_scores_gemma":[0.9978386,0.00001086892,0.002047128,0.000001946953,0.00003708318,0.000007262564,0.000007688991,0.00001771247,0.00003166797],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4172963,"threshold_uncertainty_score":0.545656,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0133824357275824,"score_gpt":0.2228037421361863,"score_spread":0.2094213064086039,"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."}}