Vortex-Induced Vibration of a Cable-Stayed Bridge
The dynamic response of a cable-stayed bridge that consists of a simply supported four-cable-stayed deck beam and two rigid towers, subjected to a distributed vortex shedding force on the deck beam with a uniform rectangular cross section, is studied in this work. The cable-stayed bridge is modeled...
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Main Authors: | M. T. Song, D. Q. Cao, W. D. Zhu |
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Format: | Article |
Language: | English |
Published: |
Wiley
2016-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2016/1928086 |
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