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Intelligent control for braking-induced longitudinal vibration responses of floating-type railway bridges

Wei-Lian Qu1, Shun-Quan Qin2, Jian-Weia Tu1, Jia Liu1, Qiang Zhou1, Haibin Cheng3 and Yong-Lin Pi4

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This paper presents an intelligent control method and its engineering application in the control of braking-induced longitudinal vibration of floating-type railway bridges. Equations of motion for the controlled floating-type railway bridges have been established based on the analysis of the longitudinal vibration responses of floating-type railway bridges to train braking and axle-loads of moving trains. For engineering applications of the developed theory, a full-scale 500 kN smart magnetorheologic (MR) damper has been designed, fabricated and used to carry out experiments on the intelligent control of braking-induced longitudinal vibration. The procedure for using the developed intelligent method in conjunction with the full-scale 500 kN MR dampers has been proposed and used to control the longitudinal vibration responses of the deck of floating-type railway bridges induced by train braking and axle-loads of moving trains. This procedure has been applied to the longitudinal vibration control of the Tian Xingzhou highway and railway cable-stayed bridge over the Yangtze River in China. The simulated results have shown that the intelligent control system using the smart MR dampers can effectively control the longitudinal response of the floating-type railway bridge under excitations of braking and axle-loads of moving trains.


PACS

89.20.Kk Engineering

89.20.Bb Industrial and technological research and development

45.80.+r Control of mechanical systems

Dates

Issue 12 (December 2009)

Received 15 January 2009, in final form 12 August 2009

Published 23 September 2009



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