DocumentCode
3363775
Title
The research of development and problem on seismic response of long-span bridges
Author
Zheng, Yi ; Xia, H.
Author_Institution
Sch. of Civil Eng. & Archit., Beijing Jiaotong Univ., Beijing, China
fYear
2010
fDate
26-28 June 2010
Firstpage
4638
Lastpage
4641
Abstract
Based on the specialties of complex structure and much more indeterminations, the recent developments and problems of the research on seismic response of long-span bridges are discussed. This paper discusses the recent research and problems on the codes of bridge seismic analysis, the design methods of long-span bridges and bridge analysis considering damping and isolation. The seismic design methods include seismic response spectrum, stochastic vibration, dynamical time-history and seismic base on multi-support excitation. This paper also constructs two models, which are bridge with dampers and bridge without dampers, with the finite element program in order to make a comparison between them, and then analyzes the effects of the facilities of damping and isolation under earthquake. In general, this paper analyzes the recent developments and problems of long-span bridge basing on the aspects mentioned above.
Keywords
bridges (structures); damping; finite element analysis; seismology; structural engineering; vibration control; bridge seismic analysis; complex structure; damper; damping; dynamical time-history; earthquake; finite element program; isolation; long-span bridge; multisupport excitation; seismic base; seismic design method; seismic response spectrum; stochastic vibration; Absorption; Bridges; Civil engineering; Damping; Design methodology; Earthquakes; Finite element methods; Information analysis; Shock absorbers; Stochastic processes; damping and isolation; dynamical time-history; long-span; multi-support excitation; response spectrum; seismic analysis;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536475
Filename
5536475
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