{"id":"W2040776741","doi":"10.1139/l03-041","title":"Analyse du comportement des assemblages boulonnés par platine d'extrémité sollicités en traction","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Flange; Stiffening; Structural engineering; Tension (geology); Cable gland; Engineering; Materials science; Compression (physics); Mechanical engineering; Composite material","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006625802,0.0006535925,0.0008442376,0.003080954,0.001235304,0.001317337,0.0007170649,0.001115456,0.004031528],"category_scores_gemma":[0.001890609,0.0006801854,0.0006949155,0.001663906,0.001273407,0.0008038178,0.0006923407,0.0004518236,0.0009434111],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009194665,"about_ca_system_score_gemma":0.0005319344,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01675049,"about_ca_topic_score_gemma":0.02317895,"domain_scores_codex":[0.9991367,0.0001026475,0.00003808975,0.0001933455,0.0004225701,0.0001065403],"domain_scores_gemma":[0.9987515,0.0005080882,0.0002239183,0.00009904839,0.0003228415,0.0000944955],"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":[0.001280143,0.0003783476,0.1661387,0.0003462045,0.0002071648,0.002706171,0.004416971,0.05498409,0.7176638,0.001859462,0.0002283364,0.0497906],"study_design_scores_gemma":[0.00007411635,0.002894417,0.4835255,0.00007703096,0.0002421578,0.002874797,0.006305582,0.1508314,0.3432825,0.001245929,0.008494402,0.0001520357],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9924104,0.00008752287,0.006436476,0.000009102739,0.000003901624,0.00001753368,0.00009416386,0.00003259042,0.0009083211],"genre_scores_gemma":[0.9875739,0.0001610966,0.008383144,0.000003528367,0.000003113488,0.00003744163,0.0002734815,0.00002516542,0.003539193],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01675049,"threshold_uncertainty_score":0.03330594,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008265829581374281,"score_gpt":0.1888530693283315,"score_spread":0.1805872397469572,"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."}}