{"id":"W2115773571","doi":"10.1139/l03-097","title":"Evaluation of moment equation in the 2000 Canadian highway bridge design code for soil–metal arch structures","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Arch; Moment (physics); Finite element method; Structural engineering; Moment distribution method; Mathematics; Geotechnical engineering; Bending moment; Engineering; Physics; Statistics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001253858,0.000154795,0.0002267796,0.0008893759,0.00004700526,0.00004050341,0.0002221737,0.00007439467,0.00005346224],"category_scores_gemma":[0.000176695,0.0001377076,0.0001037548,0.0004141732,0.00001772723,0.0001550744,0.0000016379,0.0001982572,5.416564e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001284079,"about_ca_system_score_gemma":0.001291172,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.02160235,"about_ca_topic_score_gemma":0.7186027,"domain_scores_codex":[0.9987407,0.0000354238,0.0004314259,0.00008448841,0.0003870014,0.0003209086],"domain_scores_gemma":[0.9992174,0.0000571422,0.0000665626,0.0001374576,0.0002520952,0.0002693638],"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":[0.000001429775,0.000001226199,0.00003765635,0.00002567215,0.00007444796,0.000004889764,0.0008440525,0.9956304,0.0007329459,0.0006989293,0.0001330978,0.00181523],"study_design_scores_gemma":[0.0008526008,0.00005867957,0.01232263,0.00008989796,0.0001641999,0.00004772608,0.0001109844,0.981501,0.002813273,0.0009692215,0.0008539318,0.0002158268],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1390868,0.001588367,0.8576766,0.0002795171,0.0007077971,0.000388539,0.00007442189,0.00002162653,0.0001764182],"genre_scores_gemma":[0.9987537,0.00001342414,0.001038903,0.00002099146,0.0001174121,0.00001468432,0.00001160644,0.00002653196,0.000002712676],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.859667,"threshold_uncertainty_score":0.9849129,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.04470286897979107,"score_gpt":0.2428951166627372,"score_spread":0.1981922476829461,"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."}}