{"id":"W2061376415","doi":"10.1139/l04-080","title":"Ductility and linear analysis with moment redistribution in reinforced high-strength concrete beams","year":2005,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Materials science; Ductility (Earth science); Ultimate tensile strength; Plastic bending; Moment (physics); Limit state design; Reinforcement; Redistribution (election); Composite material; Engineering; Creep; Bending; Physics; Bending stiffness","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":[0.0004363785,0.000323509,0.000134177,0.0007063164,0.0001682644,0.0001627963,0.0004935311,0.0002381468,0.001991241],"category_scores_gemma":[0.001260243,0.0002360064,0.000297267,0.000318683,0.0007800036,0.0002975934,0.0003790784,0.0002799904,0.0003435536],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003205161,"about_ca_system_score_gemma":0.0002547049,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002204297,"about_ca_topic_score_gemma":0.002391699,"domain_scores_codex":[0.9997571,0.00008189597,0.000007070941,0.00001822047,0.0001068269,0.00002891115],"domain_scores_gemma":[0.9993345,0.0003742531,0.000113729,0.00006578843,0.00008953371,0.00002201112],"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":[0.0004079647,0.000229384,0.01434323,0.0002322095,0.00005388002,0.0004288801,0.0003157441,0.6457076,0.2827645,0.005868722,0.0002329149,0.0494149],"study_design_scores_gemma":[0.00002870143,0.0005382673,0.01950759,0.00001901564,0.00002588426,0.0002147921,0.000101749,0.8980089,0.07850444,0.002622176,0.0004024937,0.00002608748],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8615332,0.0001854933,0.134679,0.00004460279,0.000003499006,0.00003336949,0.0000766468,0.0003123346,0.003131769],"genre_scores_gemma":[0.9927645,0.00008058011,0.005932614,0.000006296462,0.000002871998,0.00002212009,0.00003860915,0.00001401094,0.001138477],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002204297,"threshold_uncertainty_score":0.006661355,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004304483445442393,"score_gpt":0.1791110291650458,"score_spread":0.1748065457196034,"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."}}