Show simple item record

contributor authorXiaohui Wang
contributor authorJianwei Yang
contributor authorJinhai Wang
contributor authorYanxue Wang
contributor authorFu Liu
date accessioned2022-02-01T21:59:13Z
date available2022-02-01T21:59:13Z
date issued12/1/2021
identifier other%28ASCE%29IS.1943-555X.0000643.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272422
description abstractAs railway maintenance increasingly requires strict inspection and accurate repair, it is urgent to establish a reasonable assessment method for identifying the risks in high-speed railways. Severe track irregularities can intensify the vibration of vehicles and infrastructure and reduce vehicle stability and ride comfort. To more accurately identify the risks in railway tracks, this paper presents the acceleration indexes associated with ride comfort and an acceleration-based track quality index (ATQI) method. The proposed method involves a dynamic weighting factor that can extract the most sensitive information from acceleration and geometrical parameters. Results show that the weight change reflected the cumulative effect of fluctuation in each parameter in the past periods. In a case study, the ATQI method was able to identify seven risky sections that exceed the limit value, while only four risky sections were identified by the conventional track quality index. This demonstrates that the ATQI is more effective and efficient in predicting risks than the track quality index.
publisherASCE
titleRisk Assessment Method for High-Speed Railway Track Based on Dynamically Weighted Acceleration
typeJournal Paper
journal volume27
journal issue4
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)IS.1943-555X.0000643
journal fristpage04021030-1
journal lastpage04021030-10
page10
treeJournal of Infrastructure Systems:;2021:;Volume ( 027 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record