Seismic Response Analysis to Half Floating System of Cable-Stayed Bridge

Xiu Yun Gao; Yi Tan Jiang

doi:10.4028/www.scientific.net/KEM.619.81

Paper Titles

Challenges of Dealing with the Massive Monitoring Data for Safety Assessment of Bridges
p.35

Pre-Camber Study on the Steel-Concrete Composite Beam Constructed by the Incremental Launching Method
p.43

Development and Challenge of Structural Health Monitoring of Long-Span Bridges
p.51

Comfort Analysis of Large-Span Continuous Girder Bridges to Moving Vehicular Loads
p.61

Commonly Encountered Damages in Cable Members of CFST Arch Bridge and Detection Methods
p.71

Seismic Response Analysis to Half Floating System of Cable-Stayed Bridge
p.81

Some Key Issues and Challenges of Building the Structural Health Monitoring System of Bridges
p.91

Influential Parameter Study on the Main-Cable State of Self-Anchored Suspension Bridge
p.99

Experimental Study on the Fatigue Damage of High Strength Concrete under Uniaxial Compression
p.109

HomeKey Engineering MaterialsKey Engineering Materials Vol. 619Seismic Response Analysis to Half Floating System...

Seismic Response Analysis to Half Floating System of Cable-Stayed Bridge

Abstract:

According to the Chaoyang town east bridge design data, build the model with finite element analysis method. Based on two levels fortification, two stage design ideas of seismic design, modal response spectrum and seismic response of the nonlinear time history analysis method are used respectively. The nonlinear effect of the boundary conditions are considered in the analysis process, and the seismic response of the cable-stayed bridge is obtained, providing bases and presenting methods for aseismic design of Chaoyang town east bridge.

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Periodical:

Key Engineering Materials (Volume 619)

Pages:

81-90

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.619.81

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Online since:

July 2014

Authors:

Xiu Yun Gao*, Yi Tan Jiang

Keywords:

Cable Force Adjustment, Cable-Stayed Bridge, Finite Element, Response Spectrum, Time History Analysis

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* - Corresponding Author

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