{"id":"W2027871359","doi":"10.1016/j.proeng.2011.07.134","title":"Dynnamic Analysis of Suspeension Bridges and Full Scale Testing","year":2011,"lang":"en","type":"article","venue":"Procedia Engineering","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Tangent stiffness matrix; Tangent; Structural engineering; Vibration; Nonlinear system; Deflection (physics); Stiffness; Engineering; Bridge (graph theory); Stiffness matrix; Mathematics; Geometry; Physics; Classical mechanics","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":[0.00007203115,0.0001662515,0.0002935821,0.0003632554,0.00002027768,0.00001201936,0.00007882906,0.0000604425,0.00002578107],"category_scores_gemma":[0.00006173874,0.0001703745,0.00007424923,0.001103258,0.00001956014,0.0001175883,0.00002253704,0.0001014961,0.000001594977],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002539114,"about_ca_system_score_gemma":0.000003689323,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004233323,"about_ca_topic_score_gemma":0.00002325087,"domain_scores_codex":[0.9992841,0.000002873117,0.0002536045,0.0001573784,0.0001095329,0.0001924621],"domain_scores_gemma":[0.999637,0.00004802273,0.00002983795,0.0001398171,0.00006027022,0.00008506369],"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":[0.000003339562,0.000004917113,0.008431596,0.000206646,0.0004469776,0.000001978422,0.0005921418,0.9201812,0.06354764,0.000101736,0.000005933211,0.006475889],"study_design_scores_gemma":[0.00006967854,0.00001448531,0.09370407,0.00002391888,0.0003067787,0.000006130036,0.00005534434,0.8941414,0.01149503,0.000005942026,0.000008045689,0.0001691448],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8747935,0.0003462855,0.1240572,0.00000232843,0.00009019215,0.00004672149,0.000006415327,0.0004279067,0.00022951],"genre_scores_gemma":[0.9849029,0.000038326,0.01498036,0.000002730638,0.00002487088,0.000006190081,0.000009137109,0.00002943267,0.000006110909],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1101094,"threshold_uncertainty_score":0.6947669,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01405577215967979,"score_gpt":0.1791050731181381,"score_spread":0.1650493009584584,"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."}}