{"id":"W4238130300","doi":"10.32920/ryerson.14648802.v1","title":"Seismic response of reinforced concrete elevated water towers.","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Structural engineering; Tower; Seismic loading; Ductility (Earth science); Geotechnical engineering; Engineering; Geology; Computer science; Materials science","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001813885,0.0003687146,0.0001765929,0.0003775598,0.0001544477,0.000152877,0.0002520173,0.0003714616,0.001146102],"category_scores_gemma":[0.0003853135,0.0001534582,0.0002383378,0.0001852872,0.0002371034,0.0001510454,0.0001615185,0.0001793988,0.0002772268],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001827591,"about_ca_system_score_gemma":0.0001676636,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001751127,"about_ca_topic_score_gemma":0.00342039,"domain_scores_codex":[0.9998866,0.00001582928,0.000006058845,0.00001997527,0.00005595583,0.00001557659],"domain_scores_gemma":[0.9998707,0.00003934647,0.00003233677,0.00001182911,0.00003439409,0.00001140818],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0005212986,0.0001532942,0.01593521,0.0002150705,0.00005751539,0.0009897434,0.0004734172,0.2960333,0.6517915,0.0005832991,0.0004960527,0.0327504],"study_design_scores_gemma":[0.00003182116,0.001720058,0.1148935,0.00005464366,0.00007103515,0.0005701567,0.0007365399,0.7270224,0.1521971,0.0004742305,0.002185902,0.00004261245],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.992291,0.00006541744,0.005664038,0.00002376688,0.00001038088,0.00001510646,0.0001229289,0.00004079894,0.001766418],"genre_scores_gemma":[0.9976058,0.00006474806,0.001242833,0.00000621944,0.000001510467,0.000007158354,0.0001088733,0.00000424373,0.0009585292],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001751127,"threshold_uncertainty_score":0.003834128,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008474171898215107,"score_gpt":0.2102410557958014,"score_spread":0.2017668838975862,"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."}}