Paper Title:
Dynamic Response Analysis of Bridge Pier Subject to Earthquake and Ice Loads
  Abstract

In order to discuss the effect of earthquake and dynamic ice loads to a bridge pier, this paper considered the effect of added mass of dynamic water, and it deduced the dynamic equilibrium equations for a bridge pier subject to earthquake and dynamic ice loads on the basis of nonlinear Morision equation. Using numerical analysis method, it discussed the dynamic response of a bridge pier subject to different types of earthquake loads, forced ice loads, and both earthquake and forced ice loads. Through comparing the pier responses in different work conditions, it discovered that the dynamic responses of the bridge pier subject to forced dynamic ice loads rise and fall severely at the time of ice buckling broken periodic change. The coupling effects of forced dynamic ice loads and earthquake especially near-fault earthquake enhance the dynamic response of bridge pier significantly.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
2211-2215
DOI
10.4028/www.scientific.net/AMR.250-253.2211
Citation
F. Q. Qi, "Dynamic Response Analysis of Bridge Pier Subject to Earthquake and Ice Loads", Advanced Materials Research, Vols. 250-253, pp. 2211-2215, 2011
Online since
May 2011
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Price
$32.00
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