Structural Study of Arch Bridge with a Span of 600m Part I: Trial Design

被引：1
|
作者：
Xie Yazhou [1 ]
机构：
[1] Dept Bridge Engn, Shanghai, Peoples R China
来源：
APPLIED MECHANICS AND MECHANICAL ENGINEERING II, PTS 1 AND 2 | 2012年 / 138-139卷
关键词：
trial design; arch bridge; structural mechanical analysis;
D O I：
10.4028/www.scientific.net/AMM.138-139.289
中图分类号：
TH [机械、仪表工业];
学科分类号：
0802 ;
摘要：
The trial design of a proposed arch bridge with a span of 600m is made. Static performance, static stability, and vibration characteristics of this type of bridge are discussed by structural mechanical analysis. The project's characteristics in finish state are summarized, and it is proved to be available to use this type of arch bridge at the span of 600m.
引用
收藏
页码：289 / 293
页数：5
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