摘要
为了在大型水库对坝体进行加固时提供干地施工条件,并且在加固同时不影响水库正常运行,提出了浮式拱围堰的方案。并运用有限元软件对此方案进行了结构的设计与分析。
Floatable arch cofferdam is presented to offer dry environment and keep the main function of a reservoir when the dam is strengthening and repairing. The cofferdam is designed and analyzed using finite element analysis program.
出处
《建筑技术开发》
2008年第2期1-3,共3页
Building Technology Development
关键词
浮式拱围堰
有限元分析
变形
内力
Floatable arch cofferdam
Finite element analysis
Deformation
Internal forces
