{"id":"W2110454722","doi":"10.1139/l07-020","title":"Rational model for calculating deflection of reinforced concrete beams and slabs","year":2007,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Serviceability (structure); Deflection (physics); Moment of inertia; Structural engineering; Reinforcement; Reinforced concrete; Neutral axis; Fibre-reinforced plastic; Cracking; Beam (structure); Materials science; Engineering; Composite material; Physics; Classical mechanics","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002145836,0.0001339187,0.00021409,0.0003372646,0.00004455934,0.00002380098,0.00008809619,0.00009151283,0.0000128532],"category_scores_gemma":[0.0001222902,0.0001483962,0.00008409306,0.0001240713,0.00002450963,0.0002309703,0.000003956937,0.0001716383,1.472607e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001577374,"about_ca_system_score_gemma":0.0001478326,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001275408,"about_ca_topic_score_gemma":0.001042702,"domain_scores_codex":[0.999072,0.00000186553,0.0004559467,0.00006140796,0.0001220899,0.0002867427],"domain_scores_gemma":[0.9992515,0.00008375543,0.00009783569,0.00007165916,0.0001678673,0.0003273812],"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":[0.000007077464,6.300989e-9,0.00008491921,0.00006072846,0.00003224921,0.000007448534,0.0002750682,0.9175186,0.08030526,0.001089322,0.00003877506,0.0005805953],"study_design_scores_gemma":[0.0004112402,0.00004155617,0.0003740006,0.00008730597,0.0000327848,0.0001751841,0.00003468128,0.9695475,0.02894622,0.00002915654,0.0001629025,0.0001575149],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4418136,0.0002902911,0.5571411,0.000008549221,0.0003260912,0.00009868319,0.000009912188,0.00002176476,0.0002899951],"genre_scores_gemma":[0.9869431,0.0000059841,0.01286201,0.000007649966,0.000114098,0.000001635893,0.000003524362,0.00003098265,0.00003101673],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5451295,"threshold_uncertainty_score":0.6051422,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01166560523517954,"score_gpt":0.2134341067054215,"score_spread":0.201768501470242,"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."}}