{"id":"W7162075576","doi":"10.82308/12556","title":"Seismic retrofit of a reinforced concrete bridge bent","year":2007,"lang":"en","type":"dissertation","venue":"","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Seismic retrofit; Ductility (Earth science); Dissipation; Earthquake resistant structures; Reinforced concrete; Brittleness; Seismic analysis; Flexural strength; Seismic loading; Retrofitting","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002092942,0.0004613997,0.0002494429,0.0003167723,0.0002581641,0.0002866919,0.0005711687,0.0003941251,0.001793475],"category_scores_gemma":[0.0002472854,0.0001897965,0.0002317909,0.0002243513,0.0001968302,0.0001862249,0.0002324934,0.0002648134,0.0002798575],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004790947,"about_ca_system_score_gemma":0.0002457703,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006678759,"about_ca_topic_score_gemma":0.01794904,"domain_scores_codex":[0.9998184,0.00002100307,0.000004461234,0.00003031652,0.00009493998,0.00003096223],"domain_scores_gemma":[0.9998891,0.0000124199,0.00001658247,0.00001877788,0.00004230434,0.00002071246],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0008021218,0.0006230095,0.01692516,0.00006125384,0.00006826038,0.001982406,0.000505262,0.1186569,0.8144029,0.001084877,0.0005434992,0.04434441],"study_design_scores_gemma":[0.0001025245,0.01235643,0.1254207,0.00002433415,0.00009707044,0.001026422,0.0008902721,0.4468758,0.4069295,0.0003331307,0.00586806,0.00007581789],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9972389,0.00001109915,0.001442386,0.000007477593,0.00000477358,0.00000772094,0.00003156361,0.00003588406,0.00122015],"genre_scores_gemma":[0.9959989,0.00001699336,0.001321103,0.000005860221,0.000001293131,0.000003287832,0.00008585791,0.000008722382,0.00255802],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006678759,"threshold_uncertainty_score":0.0132798,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009035994691633737,"score_gpt":0.2470979935864523,"score_spread":0.2380619988948186,"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."}}