Dynamic analysis of Vehicle-bridge systems based on Explicit Form of Newmark-β Method

Pourzeynali, S; Zhu, X; Samali, B; Rashidi, M

Dynamic analysis of Vehicle-bridge systems based on Explicit Form of Newmark-β Method

Pourzeynali, S Zhu, X

Samali, B Rashidi, M

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Publication Type:: Conference Proceeding
Citation:: SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings, 2017, pp. 1233 - 1242
Issue Date:: 2017-01-01

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Field	Value	Language
dc.contributor.author	Pourzeynali, S	en_US
dc.contributor.author	Zhu, X https://orcid.org/0000-0001-5083-9320	en_US
dc.contributor.author	Samali, B	en_US
dc.contributor.author	Rashidi, M	en_US
dc.date.issued	2017-01-01	en_US
dc.identifier.citation	SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings, 2017, pp. 1233 - 1242	en_US
dc.identifier.isbn	9781925553055	en_US
dc.identifier.uri	http://hdl.handle.net/10453/127693
dc.description.abstract	© 2017 International Society for Structural Health Monitoring of Intelligent Infrastrucure. All rights reserved. In the present study, a new method is proposed to analyse dynamic responses of the bridge subjected to a moving vehicle. Analysing the vehicle-bridge interaction system is useful for moving load identification and bridge structural damage detection. In this study, the algorithm based on explicit form of Newmark-β is proposed for dynamic analysis of the vehicle-bridge system. A three-span continuous bridge is used as a numerical example to investigate the efficiency of the proposed method and the results are compared with the existing results by the conventional state-space method. From the results, the proposed method is reliable and efficient for the vehicle-bridge interaction analysis.	en_US
dc.relation.ispartof	SHMII 2017 - 8th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Proceedings	en_US
dc.title	Dynamic analysis of Vehicle-bridge systems based on Explicit Form of Newmark-β Method	en_US
dc.type	Conference Proceeding
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
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
utslib.copyright.status	closed_access
pubs.publication-status	Published	en_US

Abstract:

© 2017 International Society for Structural Health Monitoring of Intelligent Infrastrucure. All rights reserved. In the present study, a new method is proposed to analyse dynamic responses of the bridge subjected to a moving vehicle. Analysing the vehicle-bridge interaction system is useful for moving load identification and bridge structural damage detection. In this study, the algorithm based on explicit form of Newmark-β is proposed for dynamic analysis of the vehicle-bridge system. A three-span continuous bridge is used as a numerical example to investigate the efficiency of the proposed method and the results are compared with the existing results by the conventional state-space method. From the results, the proposed method is reliable and efficient for the vehicle-bridge interaction analysis.

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http://hdl.handle.net/10453/127693