DocumentCode :
2466852
Title :
Comparison and Analysis of Aseismic Performance of Different Systems of Cable-Stayed Bridge
Author :
Yang, Jixin ; Liu, Ji
Author_Institution :
Sch. of Transp., Wuhan Univ. of Technol., Wuhan, China
fYear :
2010
fDate :
17-19 Dec. 2010
Firstpage :
1166
Lastpage :
1169
Abstract :
This paper presents the results of an analytical study on the seismic response of bridge in YingTan city. The main goal is to determine the capacity for various structural systems in order to evaluate the seismic vulnerability and to develop retrofit strategies. Another important objective is to investigate the effect of those response characteristics on their seismic performance. The study reveals that floating system is a kind of ideal structural system for the little-span cable-stayed bridge.
Keywords :
bridges (structures); earthquake engineering; structural engineering; YingTan city; aseismic response performance; cable-stayed bridge; retrofit strategies; seismic vulnerability; structural systems; Analytical models; Bridges; Earthquakes; Force; History; Poles and towers; Structural beams; cable-stayed bridge; capacity; seismic performance; structural system;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Computational and Information Sciences (ICCIS), 2010 International Conference on
Conference_Location :
Chengdu
Print_ISBN :
978-1-4244-8814-8
Electronic_ISBN :
978-0-7695-4270-6
Type :
conf
DOI :
10.1109/ICCIS.2010.288
Filename :
5709488
Link To Document :
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