Longitudinal vibration analysis of floating-type railway cable-stayed bridge subjected to train braking

Liu, J; Qu, W; Pi, Y

Longitudinal vibration analysis of floating-type railway cable-stayed bridge subjected to train braking

Liu, J Qu, W Pi, Y

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Publisher:: IEEE
Publication Type:: Conference Proceeding
Citation:: Proceedings of the 2010 International Conference on Mechanic Automation and Control Engineering (MACE), 2010, 1 pp. 2806 - 2809
Issue Date:: 2010-01

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Field	Value	Language
dc.contributor.author	Liu, J	en_US
dc.contributor.author	Qu, W	en_US
dc.contributor.author	Pi, Y	en_US
dc.contributor.editor	NA	en_US
dc.date	2010-06-26	en_US
dc.date.issued	2010-01	en_US
dc.identifier.citation	Proceedings of the 2010 International Conference on Mechanic Automation and Control Engineering (MACE), 2010, 1 pp. 2806 - 2809	en_US
dc.identifier.isbn	978-1-4244-7739-5	en_US
dc.identifier.uri	http://hdl.handle.net/10453/14153
dc.description.abstract	This paper investigates the longitudinal vibration behavior of the deck of a floating-type cable-stayed bridge that is subjected to train braking and axle-loads of moving trains. A dynamic model for train braking and axle-loads of moving trains has been established based on the vehicle dynamics. The longitudinal forces induced by train braking and axle-loads of moving trains have been obtained. Meanwhile the developed theory has been applied to the Tian Xingzhou Yangtze River Bridge in China, the longest highway and railway floating-type cabled-stayed bridge in the world. The longitudinal vibration responses of the deck to train braking and axle-loads of moving trains have been calculated, and the characteristics of the dynamical response of the bridge are summarized.	en_US
dc.publisher	IEEE	en_US
dc.relation.ispartof	Proceedings of the 2010 International Conference on Mechanic Automation and Control Engineering (MACE)	en_US
dc.relation.ispartof	Mechanic Automation and Control Engineering	en_US
dc.relation.isbasedon	10.1109/MACE.2010.5536462	en_US
dc.rights	© 2010 IEEE. Personal use of this material is permitted. Permission from IEEE must be obtained for all other uses, in any current or future media, including reprinting/republishing this material for advertising or promotional purposes, creating new collective works, for resale or redistribution to servers or lists, or reuse of any copyrighted component of this work in other works.	en_US
dc.title	Longitudinal vibration analysis of floating-type railway cable-stayed bridge subjected to train braking	en_US
dc.type	Conference Proceeding
utslib.citation.volume	1	en_US
utslib.location	Piscataway, USA	en_US
utslib.location.activity	Wuhan, China	en_US
utslib.for	0905 Civil Engineering	en_US
dc.location.activity	Wuhan, China	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
utslib.copyright.status	closed_access
pubs.consider-herdc	false	en_US
pubs.place-of-publication	Piscataway, USA	en_US
pubs.start-date	2010-06-26	en_US
pubs.volume	1	en_US

Abstract:

This paper investigates the longitudinal vibration behavior of the deck of a floating-type cable-stayed bridge that is subjected to train braking and axle-loads of moving trains. A dynamic model for train braking and axle-loads of moving trains has been established based on the vehicle dynamics. The longitudinal forces induced by train braking and axle-loads of moving trains have been obtained. Meanwhile the developed theory has been applied to the Tian Xingzhou Yangtze River Bridge in China, the longest highway and railway floating-type cabled-stayed bridge in the world. The longitudinal vibration responses of the deck to train braking and axle-loads of moving trains have been calculated, and the characteristics of the dynamical response of the bridge are summarized.

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http://hdl.handle.net/10453/14153