{"id":"W2606089212","doi":"10.11159/icsenm17.119","title":"Analytical Solution of Nonprismatic Reinforced Concrete Cantilever Deflection under Concentrated Load","year":2017,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"","funders":"","keywords":"Cantilever; Deflection (physics); Reinforced concrete; Materials science; Structural engineering; Geotechnical engineering; Geology; Composite material; Engineering; Physics; Optics","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":[0.0004595958,0.0005870686,0.0006422358,0.0006587451,0.0005187219,0.0006770071,0.001380131,0.002108156,0.004691227],"category_scores_gemma":[0.002623164,0.0004642112,0.0005753126,0.0003885746,0.001460633,0.0008807812,0.0009671173,0.0008832798,0.0004473555],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000774634,"about_ca_system_score_gemma":0.000890161,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004339711,"about_ca_topic_score_gemma":0.005404365,"domain_scores_codex":[0.9998146,0.00004582751,0.000005020021,0.00003078258,0.00007074225,0.00003308585],"domain_scores_gemma":[0.9994186,0.0003200147,0.00004614933,0.00003120235,0.0001544357,0.00002970231],"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":[0.00009270837,0.0001273297,0.001085283,0.000358917,0.00005114713,0.001209857,0.0005691487,0.8434814,0.01896185,0.1159536,0.002409334,0.01569948],"study_design_scores_gemma":[0.000008610856,0.00001235002,0.0003536471,0.0000112638,0.000004602848,0.00004639008,0.00005503561,0.9944254,0.0003716514,0.004286653,0.0004170285,0.000007303918],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2820837,0.001935244,0.5823724,0.00199799,0.0005370345,0.0002431184,0.0002160958,0.0004314297,0.130183],"genre_scores_gemma":[0.946531,0.0005796501,0.01964108,0.0001991491,0.0001692416,0.00009422042,0.00004572255,0.00009290663,0.03264707],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004691227,"threshold_uncertainty_score":0.01569366,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008313480347179764,"score_gpt":0.2071444621748051,"score_spread":0.1988309818276253,"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."}}