{"id":"W4402748795","doi":"10.1007/s10518-024-02019-3","title":"Seismic fragility assessment of reinforced concrete and post-tensioned slab-column connections - reliability-based formulations for storey drift limits","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"ca_institutions":"Dalhousie University; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; Slab; Reliability (semiconductor); Structural engineering; Column (typography); Geotechnical engineering; Hydrogeology; Geology; Engineering; Reinforced concrete; Structural reliability; Forensic engineering; Computer science; Physics; Probabilistic logic","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003262596,0.0001894707,0.0003533009,0.0002367667,0.00006377271,0.0000268917,0.00007913868,0.0001089861,0.00006958868],"category_scores_gemma":[0.0001303731,0.0002020346,0.000179996,0.0002407944,0.00004046674,0.00006985801,0.00001551203,0.0001794724,0.000003330511],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003919154,"about_ca_system_score_gemma":0.00005117113,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006131423,"about_ca_topic_score_gemma":0.00000264175,"domain_scores_codex":[0.9988964,0.00001086341,0.0004864,0.0002183644,0.0001571082,0.0002308765],"domain_scores_gemma":[0.9990036,0.0004317546,0.00004495056,0.0002697023,0.0001728066,0.00007720221],"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":[0.00001019997,0.000003307105,0.0002258126,0.0009256358,0.000110839,8.623019e-7,0.00009260893,0.9757079,0.02118862,0.0005169808,0.0004020091,0.0008152268],"study_design_scores_gemma":[0.0003944668,0.0001098057,0.007814473,0.0002239035,0.0001007109,0.000002517374,0.00004520312,0.966992,0.006257605,0.000007356384,0.01785934,0.0001926544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8984861,0.0002545496,0.09998183,0.0002686879,0.0002261068,0.0003101912,0.000106096,0.0002594862,0.0001069166],"genre_scores_gemma":[0.9885746,0.00004444297,0.0110125,0.00003773376,0.00004964714,0.0000584839,0.00007389156,0.00003841657,0.0001102506],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0900885,"threshold_uncertainty_score":0.8238731,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007638596702379648,"score_gpt":0.2237505996138502,"score_spread":0.2161120029114706,"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."}}