摘要
传统的重力式码头前沿稳定性计算主要采用《重力式码头设计与施工规范》中的极限平衡法计算。论文通过分析重力式码头基础构造,采取有限单元法来对重力式码头进行了自身稳定性的结果分析,表明有限元在重力式码头前沿稳定性分析问题是可行的。
The traditional gravity terminal stability calculation is mainly calculated by the limit equilibrium method in ＂Code for Fesign and Construction of Gravity Wharf＇. In this paper, the finite element method is used to analyze the stability of the gravity wharf. It is proved that the finite element method is feasible in the stability analysis ofgravityterminal.
出处
《中小企业管理与科技》
2017年第12期189-190,共2页
Management & Technology of SME
关键词
重力式码头
稳定性
有限元法
gravitywhar
stability
finite element methocl
