{"id":"W2049656927","doi":"10.1061/(asce)st.1943-541x.0000343","title":"Design for Block Shear of Coped Beams with a Welded End Connection","year":2010,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Finite element method; Welding; Structural engineering; Shear (geology); Stiffness; Connection (principal bundle); Parametric statistics; Block (permutation group theory); Materials science; Engineering; Mathematics; Geometry; Composite material","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001781315,0.0002109461,0.0004211667,0.0002594047,0.00003890894,0.00003372916,0.0001850609,0.0001033132,0.00003808175],"category_scores_gemma":[0.0001055936,0.0001634859,0.0001443179,0.0002501761,0.00002842589,0.0002193281,0.00001105108,0.0004325753,3.947469e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005309114,"about_ca_system_score_gemma":0.00002462907,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001086816,"about_ca_topic_score_gemma":0.000003596608,"domain_scores_codex":[0.9989339,0.00000759482,0.0004706418,0.0001037607,0.0002428949,0.000241182],"domain_scores_gemma":[0.9991975,0.0001573313,0.0001724088,0.0001523006,0.0002099227,0.0001105169],"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":[0.00004463752,0.000001169278,0.00005847378,0.0000632728,0.0001794605,0.000003223518,0.00008080582,0.4690661,0.530087,0.00003881256,0.00002105438,0.0003560538],"study_design_scores_gemma":[0.001126844,0.0002823305,0.005233982,0.00008998749,0.0002072203,0.0006264294,0.00005017628,0.3021235,0.6897077,0.00007361407,0.0001872754,0.0002909139],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9763945,0.00009748757,0.02244665,0.00002704232,0.0007980846,0.0001407741,0.000005088335,0.00007131472,0.00001900507],"genre_scores_gemma":[0.9329787,0.000005100787,0.06669056,0.000002401953,0.0002658939,0.000003197385,0.000001561985,0.00004375478,0.000008806384],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1669426,"threshold_uncertainty_score":0.666676,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007191005434989174,"score_gpt":0.20008922047525,"score_spread":0.1928982150402608,"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."}}