Non-Stationary Random Vibration of the Bridge-Vehicle Coupled System

Abstract:

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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 et al., "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:

$35.00

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