{"id":"W2603192838","doi":"10.1061/(asce)sc.1943-5576.0000323","title":"Improved Ductility Design of Bolted Double-Angle Shear Connections","year":2017,"lang":"en","type":"article","venue":"Practice Periodical on Structural Design and Construction","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Structural engineering; Ductility (Earth science); Ultimate tensile strength; Shear (geology); Materials science; Limit state design; Steel design; Engineering; 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":[0.000413662,0.000522984,0.0003061546,0.0009307815,0.0001751908,0.0004742201,0.0007626641,0.0003353727,0.002400615],"category_scores_gemma":[0.0008804041,0.0002784987,0.0002152119,0.0002761837,0.0003138659,0.0004404943,0.0004556385,0.0003087502,0.0004788677],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003329463,"about_ca_system_score_gemma":0.0002733834,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002767153,"about_ca_topic_score_gemma":0.0005618449,"domain_scores_codex":[0.9996374,0.00008502675,0.00002629882,0.00004510993,0.000170369,0.00003569085],"domain_scores_gemma":[0.9996283,0.00006538089,0.0000931198,0.00003327967,0.0001590359,0.00002082578],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003562779,0.00008766751,0.003328972,0.0002733026,0.00003934938,0.0003368884,0.0002859004,0.4918687,0.2543144,0.039939,0.00164244,0.2075271],"study_design_scores_gemma":[0.00007713463,0.001036359,0.002926964,0.00004633919,0.00003902795,0.0003677253,0.00005260411,0.8763237,0.1004616,0.00649236,0.0121297,0.00004639654],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1818519,0.0001800418,0.8057644,0.00007142039,0.00003299283,0.00007159299,0.00006480495,0.0007774945,0.01118536],"genre_scores_gemma":[0.9192552,0.0001567991,0.0768756,0.00002253316,0.00002341092,0.00006974235,0.00008058606,0.00009854654,0.003417602],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002400615,"threshold_uncertainty_score":0.008030832,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03149799348886443,"score_gpt":0.2802056014363926,"score_spread":0.2487076079475281,"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."}}