Ambient vibration analysis of adjacent perpendicular multi-tunnels under train loads
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Ambient vibration analysis of adjacent perpendicular multi-tunnels under train loads
Vol. 32, Issue 6, (2011)
作者机构:
1. 武汉地铁集团有限公司,武汉,430030
2. 北京城建设计研究总院有限公司,北京,100037
3. 武汉理工大学 道路桥梁与结构工程湖北省重点试验,武汉,430070
作者简介:
基金信息:
DOI:
CLC:TU921
Online First:21 June 2011,
Published:2011
稿件说明:
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XU Hai-qing, FU Zhi-feng, LIANG Li-gang, et al. Ambient vibration analysis of adjacent perpendicular multi-tunnels under train loads[J]. 2011, 32(6).
DOI:
XU Hai-qing, FU Zhi-feng, LIANG Li-gang, et al. Ambient vibration analysis of adjacent perpendicular multi-tunnels under train loads[J]. 2011, 32(6).DOI:
Ambient vibration analysis of adjacent perpendicular multi-tunnels under train loads
the commonly used ambient vibration evaluation criteria caused by train vibrating loads is based on the test data and calculation results of a single train
which can not reflect the real vibration situations with multi-tunnels because of the rapid development of rail transit in China. There are four tunnels crossing each other between Hongshan Square Station and Zhongnan Road Station
which are the second line and the fourth line of Wuhan rail transit. The complicated multi-tunnels were simplified as four adjacent perpendicular tunnels with different distances according to its practical characters. Three-dimensional calculation models are established; and ambient vibration and spectrum characteristics are analyzed with different train numbers
different tunnel depths and different tunnel net distances. Approximate empirical formulas are suggested based on the calculation results and the vibration influence areas are determined accordingly. The research results can provide references to forecast and evaluate the ambient vibration for similar projects in future in China