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contributor authorTong Guo
contributor authorGuoliang Zhi
contributor authorRuizhao Zhu
contributor authorLina Zhang
date accessioned2024-04-27T22:25:54Z
date available2024-04-27T22:25:54Z
date issued2024/06/01
identifier other10.1061-JPCFEV.CFENG-4524.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296637
description abstractDouble-story high-speed railway stations have become increasingly popular due to their smaller footprint and improved operational efficiency. However, ensuring passenger comfort in such stations requires careful consideration of train-induced vibrations. This study investigates the train-induced vibrations in Beijing Fengtai Railway Station, which is Asia’s largest and China’s first double-story high-speed railway station. To carry out this work, a vibration source load model and the finite-element model of the station were first established, where the model was verified using field-measured data. Following these, the vibration characteristics of the station under various train passing conditions, including different track positions and train speeds, were investigated numerically in both time and frequency domains. The findings of this study provide valuable insights for the vibration control of the railway stations of the similar modes and scales.
publisherASCE
titleTrain-Induced Vibration Characteristics of a Double-Story High-Speed Railway Station
typeJournal Article
journal volume38
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/JPCFEV.CFENG-4524
journal fristpage04024008-1
journal lastpage04024008-15
page15
treeJournal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 003
contenttypeFulltext


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