铁道标准设计Issue(3)：58-60,64,4.
高速铁路桥墩墩顶横向水平位移控制值算法的研究
Research on the Algorithm of Control Value of Transverse Horizontal Displacement of Bridge Pier's Top in High Speed Railway
郭新伟1
作者信息
- 1. 铁道第三勘察设计院集团有限公司,天津300142
- 折叠
摘要
Abstract
The control value of transverse horizontal displacement of bridge pier's top should be inversely calculated based on horizontal angle limited-value of beam end specified in the design code, so as to guide the bridge substructure design of high-speed railway. The back calculation method which is commonly used nowadays was researched in this paper. The research results showed that common algorithm was completely applicable to simply supported beams with common spans (I. E. 20 m, 24 m, 32 m) , whereas in the case of continuous beam bridges and other types of bridges with similar spans, the applicability was limited. A modified back calculation method was addressed in this paper, and the result showed that the modified method was right and reasonable.关键词
高速铁路/墩顶/横向水平位移/限值Key words
high-speed railway/pier's top/transverse horizontal displacement/limited value分类
交通工程引用本文复制引用
郭新伟..高速铁路桥墩墩顶横向水平位移控制值算法的研究[J].铁道标准设计,2012,(3):58-60,64,4.
