Analysis of Dynamic Characteristics and Influence of Parameters on Suspension Arch Bridge

Abstract:

Article Preview

In this paper, the dynamic characteristics of short-span suspension arch bridge are analyzed, and the influence of parameters for constant-load variation, stiffness condition and displacement boundary condition to the dynamic characteristics is studied; the main design parameters of influencing dynamic characteristics of suspension arch bridge are put forward. The study results provide the theoretical basis for the optimization design of suspension arch bridge.

Info:

Periodical:

Edited by:

Xuejun Zhou

Pages:

1132-1136

DOI:

10.4028/www.scientific.net/AMM.90-93.1132

Citation:

T. C. Miao et al., "Analysis of Dynamic Characteristics and Influence of Parameters on Suspension Arch Bridge", Applied Mechanics and Materials, Vols. 90-93, pp. 1132-1136, 2011

Online since:

September 2011

Export:

Price:

$35.00

[1] Lei Zhao, Can Huang, Fangwen Wu, Study on ultimate load-carrying capacity of long-span suspended arch bridge. Journal of Earthquake Engineering and Engineering Vibration (In Chinese). Vol. 28 No. 3 (2008), pp.116-121.

[2] Yizhi Bu, Changjiang Shao, Study of seismic response of long-span suspension arch bridge. Bridge Construction. No. 6 (2004), pp.7-9. (In Chinese).

[3] Yuewen Xiao, Gang Yuan, Bo Wang, Analysis of In-plane Stochastic Parametric Vibration of Stay Cables. World Bridges. No. 4 (2008), pp.32-35. (In Chinese).

[4] Yingtao Sun, Huai Chen, Yaping Yang, Effect of Arch Rib Sloping Angle Changes on Dynamic Performance of Double X-Shape Arch Bridge. World Bridges. No. 1 (2008), pp.46-49. (In Chinese).

[5] Ce Chen, Jianchi Zhong, Impact of Key Design Parameters of Three-Tower Suspension Bridge on Structural Behavior of the Bridge. World Bridges. No. 2 (2008), pp.10-22. (In Chinese).

[6] Xiaofei Yao, Mechanical Analysis of a Steel Truss Suspension Bridge (Master thesis). Xi'an University of Architecture and Technology, Xi'an, China (2005).

In order to see related information, you need to Login.