摘要
结合某跨江大桥主墩钢板桩围堰支护系统的设计,通过空间有限元计算分析了各种荷载工况条件下钢板桩围堰的变形和受力特性,该设计经验可为同类结构提供参考。
Based on the design of the steel sheet-pile cofferdam bracing system about the main pier of cross-river bridge,this paper discusses the deformation and the force characteristics of steel sheet-pile cofferdam under various load conditions by the finite element analysis.The conclusion can provide a reference for such project.
出处
《广东土木与建筑》
2011年第5期10-12,共3页
Guangdong Architecture Civil Engineering
关键词
钢板桩围堰
设计
荷载工况
有限元分析
steel sheet-pile cofferdams
design
load conditions
the finite element analysis
