{"id":"W2117539890","doi":"10.1193/1.4000037","title":"Response of Reinforced Concrete Buildings in Concepción during the Maule Earthquake","year":2012,"lang":"en","type":"article","venue":"Earthquake Spectra","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"Fondo Nacional de Desarrollo Científico y Tecnológico; Fondo Nacional de Ciencia y Tecnología; National Science Foundation","keywords":"Shear wall; Reinforced concrete; Structural engineering; Geology; Shear (geology); Geotechnical engineering; Seismology; Engineering; Petrology","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0006534854,0.0001796865,0.0002777635,0.0001763815,0.00006696387,0.00002070698,0.0002056488,0.00008027422,0.0003442176],"category_scores_gemma":[0.00004911877,0.0001480474,0.0001258418,0.0004974316,0.00009275728,0.0003108644,0.00002818873,0.0002687391,0.0001159964],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004859802,"about_ca_system_score_gemma":0.00001962094,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004516631,"about_ca_topic_score_gemma":0.00001049813,"domain_scores_codex":[0.9986909,0.0000553702,0.0003831541,0.0001272495,0.0002212396,0.0005220614],"domain_scores_gemma":[0.9993569,0.0001120037,0.00005987702,0.0003630371,0.00002066052,0.00008752211],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001079757,0.00001823375,0.06322335,0.0003111454,0.0004526253,0.00006242359,0.01750373,0.09666673,0.8070822,0.005079591,0.001342686,0.007177486],"study_design_scores_gemma":[0.00148476,0.00007371431,0.5831648,0.0001206312,0.00004238361,0.00004816956,0.001101381,0.0214274,0.372075,0.00001753613,0.01990523,0.0005389944],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996978,0.0007024481,0.0001259006,0.0001280973,0.0001502256,0.000123554,0.000007883253,0.0001129374,0.001670965],"genre_scores_gemma":[0.9987655,0.0001034406,0.0001840704,0.00008466544,0.0001512973,0.00001133119,0.00000325854,0.00002809305,0.0006683114],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5199414,"threshold_uncertainty_score":0.6037199,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006731383600575427,"score_gpt":0.2080334006573895,"score_spread":0.2013020170568141,"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."}}