{"id":"W2043606781","doi":"10.1139/l05-054","title":"Characterization equations for steel column base connections","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Rigidity (electromagnetism); Column (typography); Finite element method; Structural engineering; Base (topology); Characterization (materials science); Moment (physics); Rotation (mathematics); Connection (principal bundle); Mathematics; Engineering; Geometry; Mathematical analysis; Materials science; Physics","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001101735,0.0001182495,0.0001796736,0.0004876134,0.00009308658,0.00008121806,0.0001102818,0.00006018361,0.0001119263],"category_scores_gemma":[0.000142096,0.0001390919,0.0001177083,0.0003126553,0.00001144881,0.00020411,0.000002181814,0.0001377955,0.000003372791],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002506867,"about_ca_system_score_gemma":0.0001234879,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006522259,"about_ca_topic_score_gemma":0.07588264,"domain_scores_codex":[0.999252,0.000005517255,0.0003291763,0.00006956381,0.00008748283,0.0002562348],"domain_scores_gemma":[0.9993617,0.00008415493,0.00006213899,0.0001040862,0.0001568707,0.0002310605],"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":[9.884895e-7,0.00000175352,0.0003427849,0.00003850053,0.00007285348,0.000009409524,0.00005712363,0.8283585,0.1686028,0.001577353,0.0007666281,0.0001713472],"study_design_scores_gemma":[0.0007810339,0.0000602196,0.02295361,0.0001710888,0.0002406448,0.0001230307,0.00006263739,0.9106685,0.02753474,0.0003181417,0.03652072,0.0005656644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3990305,0.000437758,0.596835,0.0002426248,0.001945492,0.0002128422,0.0001707735,0.0001423212,0.0009827265],"genre_scores_gemma":[0.9984806,0.00000370417,0.000860594,0.00001086687,0.0004315814,0.000008569515,0.00004008638,0.00003864587,0.0001253438],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5994501,"threshold_uncertainty_score":0.9409801,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00766331817798731,"score_gpt":0.17290586424472,"score_spread":0.1652425460667327,"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."}}