{"id":"W2803989202","doi":"10.1016/j.engstruct.2018.05.011","title":"Seismic performance evaluation of a high-rise building with novel hybrid coupled walls","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"National Key Clinical Specialty Discipline Construction Program of China; National Key Research and Development Program of China; National Natural Science Foundation of China; National Science Foundation","keywords":"OpenSees; Structural engineering; Shear wall; Peak ground acceleration; Acceleration; Incremental Dynamic Analysis; Seismic analysis; Coupling (piping); Frame (networking); Engineering; Seismic retrofit; Reduction (mathematics); Resilience (materials science); Seismic loading; Reinforced concrete; Ground motion; Materials science; Physics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003044446,0.0006351882,0.0005428158,0.0004161089,0.000283836,0.0005180617,0.0007440399,0.0009418816,0.001288841],"category_scores_gemma":[0.0004158179,0.000267964,0.000486462,0.0003844648,0.0005527412,0.0003830677,0.0005922616,0.0003004479,0.0003126543],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002065573,"about_ca_system_score_gemma":0.0003377984,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00151329,"about_ca_topic_score_gemma":0.001532217,"domain_scores_codex":[0.9996779,0.00005790891,0.00001230767,0.00004640995,0.0001430742,0.00006236469],"domain_scores_gemma":[0.9996393,0.00007977193,0.0000514793,0.00004831763,0.0001103907,0.00007077621],"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":[0.00146486,0.0005367133,0.008732829,0.0001852791,0.000153365,0.000957265,0.0002038321,0.6467591,0.3169735,0.001163654,0.0003394053,0.02253019],"study_design_scores_gemma":[0.00005986141,0.002242913,0.01585868,0.00001557601,0.0001250224,0.0002108089,0.0001950174,0.9114555,0.0690148,0.0001850616,0.0005904859,0.00004626345],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9871022,0.00002865997,0.01059354,0.00001912131,0.000008625251,0.000009153433,0.00004783275,0.00008933224,0.002101441],"genre_scores_gemma":[0.9969382,0.00001864447,0.002359942,0.000004088346,0.000001872858,0.00000713631,0.00004417157,0.000007705,0.0006182403],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00151329,"threshold_uncertainty_score":0.004311562,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006999966767560468,"score_gpt":0.2118391709413519,"score_spread":0.2048392041737914,"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."}}