{"id":"W4283021416","doi":"10.1007/978-981-19-0511-7_7","title":"Review of Deflection Provisions for Reinforced and Partially (Cracked) Prestressed Concrete","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Deflection (physics); Prestressed concrete; Structural engineering; Serviceability (structure); Creep; Shrinkage; Reinforced concrete; Materials science; Engineering; Composite material; Physics","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001364873,0.0005293567,0.0007748528,0.0002858675,0.00004295725,0.00002063388,0.0002229046,0.0003450945,0.0002640622],"category_scores_gemma":[0.0003320145,0.0005774241,0.0002059963,0.0001106583,0.00003620662,0.0001235523,0.00008482738,0.0007463594,9.315506e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001776376,"about_ca_system_score_gemma":0.00005298189,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001618112,"about_ca_topic_score_gemma":0.00001942136,"domain_scores_codex":[0.9983621,0.000007021098,0.0006843995,0.0003431256,0.0002489328,0.000354427],"domain_scores_gemma":[0.9988364,0.0004369744,0.0001574252,0.0004065346,0.00007217001,0.00009046835],"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":[0.00005872301,2.189933e-7,0.00000754758,0.03647714,0.0002705626,0.00002623609,0.0002026223,0.9068465,0.03089154,0.007140755,0.0003624405,0.01771569],"study_design_scores_gemma":[0.002879322,0.0008479507,0.00004457855,0.05210822,0.001270956,0.0002392636,0.00000345428,0.5491421,0.05577548,0.00150574,0.3318057,0.004377166],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.003105184,0.443254,0.4527982,0.0004805137,0.007083957,0.01856434,0.001346753,0.004242556,0.0691245],"genre_scores_gemma":[0.6261305,0.2869226,0.06208674,0.001275328,0.002391227,0.004110052,0.003223586,0.003715591,0.01014431],"genre_candidate":"review","genre_consensus":null,"teacher_disagreement_score":0.6230254,"threshold_uncertainty_score":0.9996677,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01272384189216063,"score_gpt":0.2304635288823761,"score_spread":0.2177396869902155,"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."}}