PDF | Modal Identification Study of Vincent Thomas Bridge Using Simulated Wind-Induced Ambient Vibration Data. | ID: p26777045

Modal Identification Study of Vincent Thomas Bridge Using Simulated Wind-Induced Ambient Vibration Data.

He, Xianfei.

Moaveni, Babak.

Conte, Joel P.

Elgamal, Ahmed-Waeil Metwalli.

Masri, S.F.

2008

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In this article, wind-induced vibration response of Vincent Thomas Bridge, a suspension bridge located in San Pedro near Los Angeles, California, is simulated using a detailed three-dimensional finite element model of the bridge and a state-of-the-art stochastic wind excitation model. Based on the simulated wind-induced vibration data, the modal parameters (natural frequencies, damping ratios, and ... read more

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This is the peer reviewed version of the following article: He, X., Moaveni, B., Conte, J. P., Elgamal, A. and Masri, S. F. (2008), Modal Identification Study of Vincent Thomas Bridge Using Simulated Wind-Induced Ambient Vibration Data. Computer-Aided Civil and Infrastructure Engineering, 23: 373-388, which has been published in final form at doi:10.1111/j.1467-8667.2008.00544.x. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.