Paper Title:
Non-Stationary Random Vibration of the Bridge-Vehicle Coupled System
  Abstract

The non-stationary random responses of the moving tires induced by the road roughness in time domain were obtained, and then those non-stationary responses were treated as the non-stationary inputs to study the non-stationary vibration of a high-pier bridge under vehicles with variable speed. The effect of the two inputs on the mid-span deflections was compared with the measured responses under different parameters including vehicle acceleration and vehicle deceleration. The verified results showed that the proposed method can simulate accurately the vibration of bridge under vehicle moving with variable speeds.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
1610-1613
DOI
10.4028/www.scientific.net/AMR.243-249.1610
Citation
X. F. Yin, C.S. Cai, Y. Liu, "Non-Stationary Random Vibration of the Bridge-Vehicle Coupled System", Advanced Materials Research, Vols. 243-249, pp. 1610-1613, 2011
Online since
May 2011
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Price
$32.00
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