{"id":"W2057599534","doi":"10.1139/l08-119","title":"Experimental investigation of the ultimate shear resistance of end web panels in steel girder bridges","year":2009,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Girder; Structural engineering; Shear (geology); Christian ministry; Tension (geology); Engineering; Buckling; Ultimate tensile strength; Materials science; Composite material","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":true,"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":[0.0005442078,0.0003177147,0.0003186578,0.0002268728,0.0003455842,0.0002072984,0.000465779,0.0005142549,0.002127515],"category_scores_gemma":[0.001058731,0.000269475,0.0002357262,0.0001266178,0.0004007478,0.0002799069,0.0003969318,0.0003750902,0.000353861],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001961641,"about_ca_system_score_gemma":0.0001467061,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000996961,"about_ca_topic_score_gemma":0.002774061,"domain_scores_codex":[0.9995354,0.00005516653,0.00002205936,0.00006982501,0.0002340193,0.00008347233],"domain_scores_gemma":[0.9993405,0.00018802,0.00007520294,0.0001232452,0.0002143734,0.00005869621],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002530582,0.0001009281,0.002743682,0.0000323736,0.000006136593,0.0001159939,0.0001670988,0.001452407,0.9930803,0.00003646505,0.00003161875,0.001979776],"study_design_scores_gemma":[0.00003277222,0.004431103,0.0366079,0.000008513541,0.00002250645,0.0001612845,0.0001860817,0.006803303,0.9509565,0.00004812396,0.0007245183,0.00001739476],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988921,0.00002405549,0.0006825732,0.000003387251,0.000002209053,0.00001110976,0.00004343355,0.000015011,0.0003260245],"genre_scores_gemma":[0.997917,0.00003404709,0.001103901,0.000005946551,0.000001889751,0.00001209902,0.00008161983,0.000008164259,0.0008352344],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002127515,"threshold_uncertainty_score":0.007117271,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008101555174184524,"score_gpt":0.1871729870765449,"score_spread":0.1790714319023604,"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."}}