{"id":"W7125502119","doi":"10.1002/cepa.70200","title":"Second‐Order Effects on EBF Yielding Links: New Design Equations for Overstrength and Capacity","year":2025,"lang":"en","type":"article","venue":"ce/papers","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Shear (geology); Finite element method; Flexural strength; Reduction (mathematics); Bracing","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":[0.00007139795,0.0001141511,0.0001370791,0.00009061625,0.00009844537,0.00003165974,0.00006021358,0.000101208,0.00007527432],"category_scores_gemma":[0.00009642384,0.0001115356,0.0000538219,0.0001934282,0.00001279593,0.00007147103,0.000008567346,0.0001412934,0.000007383169],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004767404,"about_ca_system_score_gemma":0.00002691024,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001044113,"about_ca_topic_score_gemma":0.00001396885,"domain_scores_codex":[0.9995284,0.000007804,0.0001009645,0.0001369148,0.0000521058,0.0001737869],"domain_scores_gemma":[0.9994087,0.0003917834,0.00001331195,0.0001210228,0.000012225,0.00005298515],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008218303,0.00006302116,0.001290186,0.00149778,0.001543495,0.000005774839,0.003729847,0.3130763,0.1207167,0.006095021,0.05766006,0.4942396],"study_design_scores_gemma":[0.002902193,0.0002173289,0.002566338,0.0006207604,0.0005101108,0.000001561194,0.0006197648,0.7753106,0.1098099,0.001603896,0.1049731,0.0008644583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7764435,0.0008921107,0.1639049,0.0006650917,0.0008907585,0.0006424072,0.00001783381,0.000452146,0.05609122],"genre_scores_gemma":[0.995717,0.00008709796,0.001643529,0.0007087294,0.0001020612,0.00002651418,0.000007793006,0.00001296658,0.001694327],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4933752,"threshold_uncertainty_score":0.4548291,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01603180651852289,"score_gpt":0.2225211721685166,"score_spread":0.2064893656499937,"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."}}