THE COMPARATIVE STUDY OF PORTAL-FRAME PIER FOR HIGH-SPEED RAILWAY

被引：0

作者：

Hu, Nan ^{[1
]}

Dai, Gonglian ^{[1
]}

机构：

[1] Cent S Univ, Sch Civil & Architectural Engn, Changsha, Hunan, Peoples R China

来源：

INTERNATIONAL SYMPOSIUM ON LIFE-CYCLE PERFORMANCE OF BRIDGES AND STRUCTURES | 2010年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

With the construction of series high-speed railway projects, the portal-frame pier has been regarded as an effective way across the existing railways or highways for building high-speed railway bridges. The performance of portal-frame pier not only affects the comfort of passengers, but also the safety of the train itself. Based on the comparison of five different portal-frame piers, type selection for structure design and the effect of different structure parameters on the structure performance as well as stability of train has been studied. After the evaluation of mechanical performance and economic efficiency, a series of portal frame piers in Shanghai-Nanjing high-speed railway has been designed. It could be regarded as a reference for the identical structure design.

引用

页码：607 / 614

页数：8

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