Modal identification study of vincent thomas bridge using simulated wind-induced ambient vibration data

Computer-Aided Civil and Infrastructure Engineering

Volumn 23, Issue 5, 2008, Pages 373-388

  He, Xianfei ^a   Moaveni, Babak ^a   Conte, Joel P ^a   Elgamal, Ahmed ^a   Masri, Sami F ^b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b University of Southern California   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; NATURAL FREQUENCIES; STRUCTURAL HEALTH MONITORING; VIBRATION ANALYSIS; WIND EFFECTS;

DATA-DRIVEN STOCHASTIC SUBSPACE IDENTIFICATION METHOD; WIND-INDUCED VIBRATION RESPONSE;

SUSPENSION BRIDGES;

DAMPING; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; NATURAL FREQUENCIES; STRUCTURAL HEALTH MONITORING; SUSPENSION BRIDGES; VIBRATION ANALYSIS; WIND EFFECTS;

BRIDGE; COMPUTER SIMULATION; DAMPING; EIGENVALUE; FINITE ELEMENT METHOD; GAUSSIAN METHOD; IDENTIFICATION METHOD; THREE-DIMENSIONAL MODELING; VIBRATION; WHITE NOISE; WIND PROFILE; WIND VELOCITY;

CALIFORNIA; LOS ANGELES; NORTH AMERICA; UNITED STATES;

EID: 43049100783     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/j.1467-8667.2008.00544.x     Document Type: Article

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