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contributor authorChung-Yue Wang
contributor authorHsin-Chu Tsai
contributor authorChi-Shian Chen
contributor authorHao-Lin Wang
date accessioned2017-05-08T21:37:27Z
date available2017-05-08T21:37:27Z
date copyrightDecember 2011
date issued2011
identifier other%28asce%29cf%2E1943-5509%2E0000189.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57776
description abstractTo install the continuous welded rail (CWR) on the viaduct, it is necessary to consider the accumulated axial force owing to temperature difference and the additional force of the rail exerted by the track-bridge expansion as a result of temperature difference, the so-called track–bridge interaction. This paper used
publisherAmerican Society of Civil Engineers
titleRailway Track Performance Monitoring and Safety Warning System
typeJournal Paper
journal volume25
journal issue6
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000186
treeJournal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 006
contenttypeFulltext


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