Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Building Structure》 2009-01
Add to Favorite Get Latest Update

Study of vibration effect caused by high speed train in Wuhan railway station

Yan Feng~1,Qian Jihong~1,Zhao Pengfei~1,Tang Rongwei~2,Pan Guohua~2,Tao Yong~2,Yang Sheng~1(1 China Academy of Building Research,Beijing 100013,China;2 China Railway Siyuan Survey and Design Group Co.,Ltd.,Wuhan 430063,China)  
The dynamic responses of train-bridge-station system has not been studied while train will go through Wuhan railway station with high speed.By solving the train-equivalent bridge system and bridge-station system,the principle and methods of dynamic responses of train-bridge-station system are provided.The dynamic responses of station due to the crossing of high speed train are studied.The results are evaluated with appropriate criterion.The safety,economy and performance due to the crossing of train are settled.
【CateGory Index】: TU311.3
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved