Deformation and stress analysis of a concrete bridge due to nonlinear temperature effects

被引：0
|
作者：
Tomko, M. [1 ]
Demjan, I. [1 ]
机构：
[1] Tech Univ Kosice, Fac Civil Engn, Kosice, Slovakia
来源：
ADVANCES AND TRENDS IN ENGINEERING SCIENCES AND TECHNOLOGIES | 2016年
关键词：
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The paper presents a theoretical analysis which models temperature load effects induced on a double-span, double box girder reinforced concrete bridge.
引用
收藏
页码：219 / 224
页数：6
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