{"id":"W2145069997","doi":"10.1139/l00-051","title":"Ambient and forced-vibration tests of the Beauharnois suspension bridge","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Vibration; Deck; Suspension (topology); Acceleration; Bridge (graph theory); Dynamic testing; Finite element method; Modal analysis; Slab; Displacement (psychology); Engineering; Modal; Truss; Structural dynamics; Tower; Materials science; Acoustics; Composite material; Physics","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008522334,0.0001147549,0.0001732419,0.0001942371,0.00004185436,0.00003014167,0.0001183313,0.00005079555,0.0002195995],"category_scores_gemma":[0.00003988092,0.00009454707,0.00008517381,0.0002710973,0.00002438225,0.0001554394,0.000003786971,0.0001623187,0.000001130315],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007316396,"about_ca_system_score_gemma":0.00005494129,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003100001,"about_ca_topic_score_gemma":0.01193092,"domain_scores_codex":[0.999356,0.000007099987,0.0002913143,0.00005796508,0.0001193219,0.0001683112],"domain_scores_gemma":[0.9995405,0.00002491923,0.00004219262,0.0001221112,0.00005279387,0.0002174674],"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":[0.000001126873,6.797427e-7,0.0003477768,0.00003513588,0.00003737342,0.000004826288,0.0002055207,0.9849957,0.01124799,0.0001109721,0.0004760148,0.002536863],"study_design_scores_gemma":[0.0005597136,0.00006313151,0.2406275,0.0003743636,0.0001133086,0.0003097048,0.00005428509,0.7289129,0.01977305,0.00008317479,0.00873767,0.0003911422],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9855831,0.0009787683,0.01218674,0.0001435296,0.000459353,0.00006820578,0.000008727241,0.00003328746,0.0005382489],"genre_scores_gemma":[0.9996343,0.00006015803,0.0001455516,0.00002084128,0.00007075011,6.346092e-7,0.000001336925,0.00002058742,0.00004581826],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2560828,"threshold_uncertainty_score":0.6657734,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005630242936001772,"score_gpt":0.173514509769453,"score_spread":0.1678842668334513,"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."}}