Experimental analysis of railway bridge under high-speed trains

被引：48
|
作者：
Xia, H [1 ]
Zhang, N [1 ]
Gao, R [1 ]
机构：
[1] Beijing Jiaotong Univ, Sch Civil Engn & Architecture, Beijing 100044, Peoples R China
来源：
JOURNAL OF SOUND AND VIBRATION | 2005年 / 282卷 / 1-2期
关键词：
D O I：
10.1016/j.jsv.2004.04.033
中图分类号：
O42 [声学];
学科分类号：
070206 ; 082403 ;
摘要：
Under the load of high-speed trains, the bridges are subjected to high impacts. Therefore in many of the countries, the dynamic behavior of the high-speed railway bridges has been studied in the development of high speed railways. In China, the 404-km-long Qin(huangdao)-Shen(yang) Special Passenger Railway, with design train speed of 200km/h and an 83-km-long high speed experimental section of more than 300km/h, has been completed and put into operations. The 1300-km-long high speed railway between Beijing and Shangai is now also under planning and design.
引用
收藏
页码：517 / 528
页数：12
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