Vibration Behaviour and Seismic Performance of a Steel Cable-Stayed Bridge with Low-Rise Pylons
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Bibliographic Details
| Author(s): |
Tongxiang An
Osamu Kiyomiya Vu Hoang |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
| Published in: | IABSE Symposium Madrid 2014 | ||||
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| Page(s): | 356-363 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2014 | ||||
| DOI: | 10.2749/222137814814027855 | ||||
| Abstract: |
In this study, the vibration behaviour and seismic performance of a cable-stayed bridge with a centre span of 575 m in length and pylons of 95.5 m in height were verified. The height of the pylon and the connection condition between the stiffness girder and pylons were assumed to be parameters. As a result, the parameters studied in this work greatly affected the vibration behaviour and seismic performance of the bridge. |
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| Keywords: |
cable-stayed bridge seismic performance low-rise pylon connect condition between girder and pylons vibration behaviour
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