摘要
以某桥闸围堰工程为例,运用有限元法原理对围堰支护结构进行仿真分析,根据分析结果对围堰支护结构进行设计及优化.
The finite element method is used to analyze simulantly the support structure of this cofferdam by the cofferdam project of a certain bridge sluice.At last,based on the analysis results,the support structure of this cofferdam is optimumly designed.
出处
《江西水利科技》
2011年第3期214-216,共3页
Jiangxi Hydraulic Science & Technology
关键词
桥闸工程
围堰
工字钢
有限元
应力分析
Bridge sluice project
Cofferdam
Double T-iron
Finite element
Stress
Analysis
