{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003527403,0.0004407604,0.0002939398,0.0005334138,0.0001977961,0.000329244,0.0008880791,0.0004403008,0.002745464],"category_scores_gemma":[0.000624539,0.000359801,0.0004107573,0.0001520765,0.0003199016,0.0002440117,0.0004280613,0.0002154267,0.0005434363],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003134263,"about_ca_system_score_gemma":0.0004738853,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008509227,"about_ca_topic_score_gemma":0.001662805,"domain_scores_codex":[0.999793,0.00002337052,0.00001162858,0.00004473346,0.0001066988,0.00002060177],"domain_scores_gemma":[0.9997429,0.00004855315,0.00006919411,0.00002605469,0.00008929678,0.00002396309],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003251251,0.00007406498,0.007798257,0.0003269191,0.0000731225,0.0005294163,0.0001495059,0.3770518,0.530126,0.004812924,0.0004683454,0.07826452],"study_design_scores_gemma":[0.0001166832,0.001295967,0.009428227,0.00006029701,0.00008038394,0.000378191,0.00007258026,0.8851618,0.09590213,0.001276098,0.006178201,0.00004958734],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4669366,0.0001999807,0.5240526,0.00004854756,0.00003910046,0.0002118857,0.0002172201,0.0004306126,0.007863584],"genre_scores_gemma":[0.884895,0.000101445,0.1128262,0.00001309911,0.00000709269,0.0001654461,0.0001247683,0.00004699318,0.001819919],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002745464,"threshold_uncertainty_score":0.009184539,"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."}}