Seismic Responses Analysis of a Railway Suspension Bridge Under Longitudinal Non-Uniform Excitations

Yang Haiyang Zhong Tieyi Xia He

Journal of Vibration and Shock ›› 2014, Vol. 33 ›› Issue (22) : 157-163.

PDF(3050 KB)
PDF(3050 KB)
Journal of Vibration and Shock ›› 2014, Vol. 33 ›› Issue (22) : 157-163.
论文

Seismic Responses Analysis of a Railway Suspension Bridge Under Longitudinal Non-Uniform Excitations

  • Yang Haiyang 1 Zhong Tieyi 1 Xia He 1
Author information +
History +

Abstract

Based on the general finite element software ANSYS, seismic responses under non-uniform excitations of a long-span railway suspension bridge are studied in this paper. Two different input methods, traveling seismic wave excitation and multi-support excitation, are used to analyze the seismic responses of the bridge, and then response regulations are discussed. By studying differences of the response control modes, the influence mechanisms of the non-uniform excitations are discussed, thus the fundamental differences between effects of the two input methods are revealed. These results can provide an important basis for the seismic analysis of the suspension bridge.

Key words

suspension bridge / non-uniform excitation / control modes / travelling wave effect / multi-support excitation

Cite this article

Download Citations
Yang Haiyang Zhong Tieyi Xia He . Seismic Responses Analysis of a Railway Suspension Bridge Under Longitudinal Non-Uniform Excitations[J]. Journal of Vibration and Shock, 2014, 33(22): 157-163
PDF(3050 KB)

Accesses

Citation

Detail

Sections
Recommended

/