{"id":"W7116068180","doi":"10.71846/16-wcee-0407","title":"CORRELATION OF DAMAGE WITH SEISMIC INTENSITY MEASURES FOR DUCTILE CONCRETE BRIDGE COLUMNS IN BRITISH COLUMBIA","year":2025,"lang":"en","type":"article","venue":"World Conference of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Intensity (physics); Deformation (meteorology); Ductility (Earth science); Compression (physics)","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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":[0.0001488519,0.0001113025,0.0004045019,0.0002187258,0.00002630434,0.00005331393,0.0001303487,0.0000525709,0.00002548713],"category_scores_gemma":[0.00004581991,0.0001769624,0.00006661335,0.0006113507,0.00004648666,0.0001685118,0.00001826146,0.0001619474,7.233007e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003329063,"about_ca_system_score_gemma":0.00005440398,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002399153,"about_ca_topic_score_gemma":0.02291811,"domain_scores_codex":[0.9991488,0.000006699473,0.0003503195,0.0001605655,0.0001173855,0.0002162329],"domain_scores_gemma":[0.9994781,0.00006229785,0.00005612135,0.0001848132,0.0001843845,0.00003425851],"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":[0.00003278775,0.00001416743,0.1008288,0.0006955893,0.0002262464,0.000007367417,0.0002748879,0.8719954,0.006359641,0.0001386262,0.0008902521,0.01853619],"study_design_scores_gemma":[0.0004776611,0.00002665856,0.3591368,0.0006537838,0.00004057651,0.000002127371,0.00006139221,0.6376465,0.00110022,0.00002235611,0.0006836259,0.000148296],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9422845,0.00015915,0.05665802,0.00001683324,0.0001470798,0.0002070263,0.00003110605,0.00007800851,0.0004182841],"genre_scores_gemma":[0.9986424,0.00004838868,0.0007011855,0.00001459183,0.00001761973,0.00002846292,0.00002335976,0.0000172286,0.0005068051],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.258308,"threshold_uncertainty_score":0.9949111,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01260877757034233,"score_gpt":0.1922118139360963,"score_spread":0.179603036365754,"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."}}