Dynamic Properties Analysis for Self-Anchored Suspension and Cable-Stayed Combination System Bridge

Abstract:

Article Preview

In view that dynamics research for self-anchored suspension and cable-stayed combination system bridge lags behind the practical application, this thesis analyzed its dynamic properties and seismic responses. By means of constructing a dynamic finite element model of the bridge for the dynamic properties and seismic response analysis, the thesis discovered the dynamic properties and the seismic responses laws of self-anchored suspension and cable-stayed combination system bridge. The dynamic finite element model was constructed based on the dynamic analysis theory and method, under the background of the first self-anchored suspension and cable-stayed combination system bridge in the world, and it was verifyed by on-site vibration test. The dynamic properties and the seismic responses laws provides a valuable reference for the design and maintenance of this type of bridge.

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Edited by:

Jingying Zhao

Pages:

1077-1081

DOI:

10.4028/www.scientific.net/AMR.255-260.1077

Citation:

B. L. Zhan et al., "Dynamic Properties Analysis for Self-Anchored Suspension and Cable-Stayed Combination System Bridge", Advanced Materials Research, Vols. 255-260, pp. 1077-1081, 2011

Online since:

May 2011

Export:

Price:

$35.00

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

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