{"id":"W2775826296","doi":"10.1193/122716eqs254m","title":"Equivalent Energy Design Procedure for Earthquake Resilient Fused Structures","year":2017,"lang":"en","type":"article","venue":"Earthquake Spectra","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Institute of Steel Construction","keywords":"Structural engineering; Truss; Earthquake simulation; Seismic analysis; Earthquake engineering; Dissipation; Engineering; Frame (networking); Pendulum; Earthquake shaking table; Deformation (meteorology); Nonlinear system; Computer science; Geology; Mechanical engineering","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001467371,0.0002829697,0.0003135669,0.0001262991,0.0004655089,0.0002222785,0.0004531532,0.0001209133,0.0002288342],"category_scores_gemma":[0.0000493579,0.0002612796,0.0002045679,0.00008308496,0.000070988,0.0002598292,0.00003225696,0.0001497816,0.00004613454],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004018792,"about_ca_system_score_gemma":0.00004712932,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002700662,"about_ca_topic_score_gemma":0.0001109878,"domain_scores_codex":[0.9985571,0.00001524223,0.0002835813,0.0003323806,0.0002519063,0.0005597717],"domain_scores_gemma":[0.9989213,0.00003925305,0.00008858131,0.0007640544,0.00004744384,0.000139381],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004156819,0.0001892808,0.002455045,0.0006878598,0.00137759,0.0001042573,0.001860613,0.324816,0.03697515,0.01584883,0.07663935,0.5386303],"study_design_scores_gemma":[0.003930562,0.0006239624,0.148111,0.0002006337,0.0003451444,0.00005351916,0.0003036234,0.3196948,0.3310242,0.01394908,0.1795974,0.002166049],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8812722,0.001048838,0.1088783,0.0005650742,0.0008470981,0.0005040322,0.00005197197,0.0005934454,0.006238994],"genre_scores_gemma":[0.994563,0.0002023837,0.003090178,0.000129889,0.0006178305,0.00006364588,0.00002088379,0.00005746586,0.001254758],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5364643,"threshold_uncertainty_score":0.999984,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02167880063562769,"score_gpt":0.2438230813192118,"score_spread":0.2221442806835841,"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."}}