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

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

Subjects
Suspension bridges.
Vibration.
Vincent Thomas Bridge (Los Angeles, Calif.)
Tufts University. Department of Civil and Environmental Engineering.
Permanent URL
http://hdl.handle.net/10427/010270
Original publication
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.
ID: tufts:18935
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