{"id":"W2093921777","doi":"10.1139/l08-064","title":"Available plastic rotation in continuous high-strength concrete beams","year":2008,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Universidade de Coimbra","keywords":"Eurocode; Structural engineering; Plastic hinge; Ultimate tensile strength; Reinforcement; Beam (structure); Ductility (Earth science); Hinge; Moment (physics); Materials science; Redistribution (election); Engineering; Composite material; Creep; Physics","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009420631,0.0002094267,0.0003410067,0.0005775259,0.00004257415,0.00003483162,0.0002132386,0.0001073698,0.0004777202],"category_scores_gemma":[0.0001717214,0.0002334816,0.00007632496,0.00029146,0.00003521509,0.0003367749,0.000005163895,0.0004335809,0.00003784098],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003643908,"about_ca_system_score_gemma":0.000263986,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001204486,"about_ca_topic_score_gemma":0.003228989,"domain_scores_codex":[0.998779,0.000008077889,0.0004771861,0.00009637223,0.0001745771,0.0004647692],"domain_scores_gemma":[0.9991304,0.00009865729,0.00007476221,0.0001310454,0.00008712697,0.0004780251],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000009642988,1.819592e-7,0.004976042,0.00007024589,0.0000720086,0.001787506,0.0006123527,0.9764671,0.01229485,0.0001661792,0.002900038,0.0006438453],"study_design_scores_gemma":[0.01223265,0.001002324,0.1428,0.002734251,0.0003373678,0.01182733,0.0005624873,0.672989,0.08675617,0.0001013989,0.06381314,0.004843959],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9934416,0.0009492816,0.002666446,0.0000107497,0.001515939,0.00009167953,0.00001370673,0.0000637497,0.001246876],"genre_scores_gemma":[0.9985356,0.00005209223,0.001097226,0.000008938899,0.0001567825,0.000003555105,0.000005356667,0.00004979609,0.00009062082],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3034782,"threshold_uncertainty_score":0.9521102,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007004357076978844,"score_gpt":0.1676195554907733,"score_spread":0.1606151984137944,"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."}}