摘要
建立了桩 -土结构共同作用的整体计算模型 ,对浅海桩基平台进行了有限元分析 ,并给出了相应的有限元程序。同时 ,通过算例证明 ,利用该模型对平台进行分析 。
In this paper, the pile soil combined action of shallow sea platform is studied by substructure of finite element method and P y curve. Linear interpolation function is used to approximate the soil's antiforce to the pile's. A new pile soil combined action element calculated model is designed, and the relevant finite element program is provided.
出处
《河北工程技术高等专科学校学报》
2003年第2期9-12,共4页
Journal of Hebei Engineering and Technical College Quarterly
关键词
桩基平台
子结构
有限元
桩—土结构共同作用
pile foundation platform
substructure
finite element method
combined action of pile soil
Pycurve
