{"id":"W2054938489","doi":"10.1139/l03-060","title":"Shake table tests on single-storey braced timber frames","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Earthquake shaking table; Brace; Shake; Braced frame; Engineering; Bracing; Diagonal; Ductility (Earth science); Deformation (meteorology); Seismic loading; Frame (networking); Geotechnical engineering; Geology; Mathematics; Creep; Mechanical engineering","routes":{"ca_aff":false,"ca_fund":false,"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":[0.000108632,0.0001942935,0.0002198994,0.0002917485,0.00005049084,0.00008017613,0.0001221948,0.00008454571,0.0004427014],"category_scores_gemma":[0.0001346739,0.0001807119,0.00007486616,0.000192009,0.00001436926,0.0001909585,0.00000200469,0.0002658369,0.00003515796],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002440968,"about_ca_system_score_gemma":0.0001461643,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009588027,"about_ca_topic_score_gemma":0.01483643,"domain_scores_codex":[0.9991616,0.00001008452,0.0002408488,0.00007831923,0.0001229354,0.0003862022],"domain_scores_gemma":[0.9992787,0.00005069175,0.00003528204,0.000135485,0.00005619075,0.0004437076],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.000004403634,0.00001495572,0.002060285,0.00005207875,0.0001837707,0.000271225,0.0004974458,0.9815164,0.00227841,0.0005908114,0.01175851,0.000771711],"study_design_scores_gemma":[0.001784486,0.0006803147,0.004047928,0.00106238,0.000148383,0.0005498077,0.0001605623,0.01989347,0.03233523,0.0002985961,0.9377198,0.001319051],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7474082,0.02157352,0.005941554,0.0003060693,0.006184709,0.0003477315,0.00004097365,0.0003601519,0.2178372],"genre_scores_gemma":[0.9988033,0.00001892997,0.0005165371,0.00003769105,0.0001374513,0.000002416187,0.000001346248,0.00005982957,0.0004225552],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9616229,"threshold_uncertainty_score":0.8279075,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01130877574546087,"score_gpt":0.1640103233386178,"score_spread":0.1527015475931569,"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."}}