{"id":"W2045692280","doi":"10.1139/l04-048","title":"Ratio between peak inelastic and elastic responses with uncertain structural properties","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Institute for Catastrophic Loss Reduction","keywords":"Displacement (psychology); Vibration; Damping ratio; Natural frequency; Yield (engineering); Materials science; Mathematics; Structural engineering; Physics; Engineering; Acoustics; Composite material","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008157461,0.000145121,0.0002168371,0.0003852334,0.00006109874,0.00006348521,0.0001011467,0.00003975385,0.00001679147],"category_scores_gemma":[0.00005869578,0.0001144164,0.00003386648,0.0002071673,0.0000374813,0.0002687025,0.000003645977,0.0002153778,0.000001545816],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001575085,"about_ca_system_score_gemma":0.0002817088,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003034833,"about_ca_topic_score_gemma":0.01174757,"domain_scores_codex":[0.9993408,0.000005041754,0.0002242287,0.00006458891,0.0001077163,0.0002575752],"domain_scores_gemma":[0.9994945,0.00002759933,0.00003426247,0.00007341849,0.00005428023,0.0003159243],"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":[0.000005426282,3.661542e-7,0.003060334,0.00005878678,0.00009878354,0.00006779371,0.0004812997,0.9947855,0.001162302,0.00002746924,0.00001992865,0.0002320431],"study_design_scores_gemma":[0.005539856,0.001197648,0.28971,0.004759159,0.001122689,0.003538965,0.001868119,0.6731924,0.00989734,0.0004722879,0.00600619,0.002695401],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.983461,0.001422488,0.01479151,0.00008864571,0.0001128904,0.00003281864,0.000005457722,0.00002529359,0.00005995128],"genre_scores_gemma":[0.9994914,0.00002456434,0.0002341884,0.00001414942,0.0001915017,0.000001271763,0.000001296922,0.00002532823,0.00001633449],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3215931,"threshold_uncertainty_score":0.6555417,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009622071150489405,"score_gpt":0.1754964554165294,"score_spread":0.16587438426604,"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."}}