A Fast Modeling Technique for the Vertical Train-Track-Bridge Interactions

This paper proposed a fast modeling technique (FMT) for the vertical dynamic analysis of the coupled train-track-bridge (TTB) systems, which combines the train subsystems and track-bridge subsystems by the client-server technique to complete the entire TTB analysis on simplex OpenSees simulation pla...

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Main Authors: Hanyun Liu, Zhiwu Yu, Wei Guo
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2019/5392930
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author Hanyun Liu
Zhiwu Yu
Wei Guo
author_facet Hanyun Liu
Zhiwu Yu
Wei Guo
author_sort Hanyun Liu
collection DOAJ
description This paper proposed a fast modeling technique (FMT) for the vertical dynamic analysis of the coupled train-track-bridge (TTB) systems, which combines the train subsystems and track-bridge subsystems by the client-server technique to complete the entire TTB analysis on simplex OpenSees simulation platform. Thus, the FMT could dramatically reduce the time consumed of programming and modeling and significantly reduce the amount of data transmission between subsystems for TTB interaction. Moreover, FMT could take full advantage of OpenSees in nonlinear and seismic analysis. So FMT is a practical and convenient approach to analyze the TTB coupling vibration, and especially it is suitable for the junior researchers of TTB interaction. FMT could improve the modeling efficiency to save time.
format Article
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institution Kabale University
issn 1070-9622
1875-9203
language English
publishDate 2019-01-01
publisher Wiley
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series Shock and Vibration
spelling doaj-art-3dc67e60cb00478c9ca6510f804dc63c2025-08-20T03:55:40ZengWileyShock and Vibration1070-96221875-92032019-01-01201910.1155/2019/53929305392930A Fast Modeling Technique for the Vertical Train-Track-Bridge InteractionsHanyun Liu0Zhiwu Yu1Wei Guo2School of Civil Engineering, Central South University, Changsha 410075, ChinaSchool of Civil Engineering, Central South University, Changsha 410075, ChinaSchool of Civil Engineering, Central South University, Changsha 410075, ChinaThis paper proposed a fast modeling technique (FMT) for the vertical dynamic analysis of the coupled train-track-bridge (TTB) systems, which combines the train subsystems and track-bridge subsystems by the client-server technique to complete the entire TTB analysis on simplex OpenSees simulation platform. Thus, the FMT could dramatically reduce the time consumed of programming and modeling and significantly reduce the amount of data transmission between subsystems for TTB interaction. Moreover, FMT could take full advantage of OpenSees in nonlinear and seismic analysis. So FMT is a practical and convenient approach to analyze the TTB coupling vibration, and especially it is suitable for the junior researchers of TTB interaction. FMT could improve the modeling efficiency to save time.http://dx.doi.org/10.1155/2019/5392930
spellingShingle Hanyun Liu
Zhiwu Yu
Wei Guo
A Fast Modeling Technique for the Vertical Train-Track-Bridge Interactions
Shock and Vibration
title A Fast Modeling Technique for the Vertical Train-Track-Bridge Interactions
title_full A Fast Modeling Technique for the Vertical Train-Track-Bridge Interactions
title_fullStr A Fast Modeling Technique for the Vertical Train-Track-Bridge Interactions
title_full_unstemmed A Fast Modeling Technique for the Vertical Train-Track-Bridge Interactions
title_short A Fast Modeling Technique for the Vertical Train-Track-Bridge Interactions
title_sort fast modeling technique for the vertical train track bridge interactions
url http://dx.doi.org/10.1155/2019/5392930
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