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