{"id":"W2002860026","doi":"10.1139/l06-125","title":"Cyclic performance of existing moment connections in steel retrofitted with a reduced beam section and bottom flange reinforcements","year":2007,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"SENSHIN Medical Research Foundation","keywords":"Flange; Structural engineering; Beam (structure); Deformation (meteorology); Reinforcement; T-beam; Ductility (Earth science); Ultimate tensile strength; Plastic hinge; Materials science; Composite number; Compression (physics); Engineering; Composite material; Creep","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002728939,0.0001280441,0.0002263762,0.0008145928,0.00004082455,0.00002046069,0.00007511256,0.00005941493,0.00001587482],"category_scores_gemma":[0.00004651477,0.000129616,0.00003463979,0.0004955961,0.00001786933,0.0001716426,0.000004608749,0.0003199504,2.40173e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003813303,"about_ca_system_score_gemma":0.00005882501,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001202321,"about_ca_topic_score_gemma":0.02727411,"domain_scores_codex":[0.9990962,0.000004370197,0.0003975625,0.00007723602,0.0001382484,0.0002863677],"domain_scores_gemma":[0.9994719,0.00003222342,0.00009305005,0.00009467756,0.00007089341,0.0002372822],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00002101789,0.00000205236,0.03472812,0.0001827947,0.0001812379,0.00005546333,0.0007775979,0.8015446,0.1617544,0.00004559049,0.00003614828,0.0006709499],"study_design_scores_gemma":[0.002034393,0.0004703132,0.6226739,0.001791214,0.0001778631,0.0007352823,0.0007500281,0.2398056,0.1294813,0.000006667627,0.001352933,0.0007205468],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9972456,0.0002251392,0.001433018,0.00001094049,0.0002589031,0.00005734464,0.000002002202,0.0000211651,0.0007459371],"genre_scores_gemma":[0.9993647,0.00002036392,0.0004555894,0.000004191491,0.00009392149,0.000001381205,0.000001694765,0.00002339539,0.00003479223],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5879458,"threshold_uncertainty_score":0.9904756,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01062930161656836,"score_gpt":0.1973365019333896,"score_spread":0.1867072003168212,"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."}}