摘要
采用样条有限元和无限元耦合方法,对基础下土体的静、动力平衡问题进行分析研究,并编制了专用计算程序。
In this paper, the researches on static equilibrium and dynamic equilibrium of the soil under foundation by coupling the spline finite element method and semi-analytical infinite element method, several computer programs are compiled. The research results given by this paper can be used for engineering.
出处
《河北建筑工程学院学报》
CAS
2001年第4期33-34,共2页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
样条有限元
半解析无限元
有限层法
spline finite element
semi-analytical infinite element
finite layer method
