{"id":"W4403709840","doi":"10.1139/cjce-2024-0145","title":"Comparative analysis of hydrodynamic loads on bridge piers: assessing standards through numerical modeling","year":2024,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Hydraulic flow and structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"York University","funders":"","keywords":"Structural engineering; Bridge (graph theory); Engineering; Pier; Geotechnical engineering; Marine engineering; Civil engineering","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002383485,0.0002140206,0.0006159713,0.000974208,0.00004162165,0.0001345102,0.0001850442,0.00008734786,0.00009504669],"category_scores_gemma":[0.00004980111,0.0002065031,0.0002805896,0.000985953,0.00002518253,0.0003284901,0.000005187067,0.0004618082,0.000001197773],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005165535,"about_ca_system_score_gemma":0.0004097765,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004298062,"about_ca_topic_score_gemma":0.007482514,"domain_scores_codex":[0.9987034,0.00001645989,0.0004880574,0.0001302263,0.000325802,0.0003361194],"domain_scores_gemma":[0.9993213,0.00007883001,0.00004190627,0.0001482373,0.0001086889,0.000301084],"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":[0.000002178788,0.000001772741,0.00002467306,0.00008310123,0.001101746,0.0001269879,0.001486585,0.9958213,0.0003780472,0.0002634469,0.0003436856,0.0003664949],"study_design_scores_gemma":[0.00009187793,0.00003603902,0.000394413,0.000332567,0.0003516114,0.00002859385,0.00007233737,0.9957262,0.0002083371,0.00004827369,0.002516703,0.0001930567],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3987556,0.00488857,0.5856411,0.00004084218,0.001238023,0.00005652268,0.0001263658,0.00008095715,0.009172008],"genre_scores_gemma":[0.9993079,0.00002930653,0.0004274806,0.00001253053,0.0001776253,8.714376e-7,0.000006151231,0.00003281775,0.000005274785],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6005524,"threshold_uncertainty_score":0.8420953,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01488530281114742,"score_gpt":0.2610893398755573,"score_spread":0.2462040370644099,"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."}}