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Static and seismic analysis of multi-span cable-stayed bridges with steel and CFT towers

 Static and seismic analysis of multi-span cable-stayed bridges with steel and CFT towers
Author(s): ,
Presented at IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015, published in , pp. 358-359
DOI: 10.2749/222137815815775349
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Multi-span cable-stayed bridge is a new and attractive structure. The tower plays an important role to improve the seismic resistance. Two types of towers were studied in this paper: the steel towe...
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Bibliographic Details

Author(s):

Medium: conference paper
Language(s): English
Conference: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015
Published in:
Page(s): 358-359 Total no. of pages: 8
Page(s): 358-359
Total no. of pages: 8
Year: 2015
DOI: 10.2749/222137815815775349
Abstract:

Multi-span cable-stayed bridge is a new and attractive structure. The tower plays an important role to improve the seismic resistance. Two types of towers were studied in this paper: the steel tower and the concrete filled steel tower (CFT tower) which consists of a steel double box section filled with concrete. First, static analysis was conducted to clarify how different pattern of live load distributions affect the multi-span cable-stayed bridge. The live loads applied on alternate spans give the critical bending moments and displacements. Second, seismic analysis was conducted with two different towers due to the ultra-strong earthquake. Three longitudinal support conditions of the girder at the tower positions are considered: movable supports, linear spring supports and bi-linear spring supports. Response and bending moments of the towers are lowest with bi-linear support because seismic energy is dissipated.

Keywords:
seismic analysis Steel tower multi-span cable-stayed bridge CFT tower

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