摘要
利用三维有限元方法和规范方法分析了桩承台的受力和变形特点,运用有限元软件ANSYS的分析结果和规范结果进行对比分析,得出桩承台分析较为可靠的结果,为桩基和承台设计提供了理论基础和技术参数。
This paper aims to analyze stress and deformation of pile cap by using three dimensional finite element method and standard method.The results by the finite element software of ANSYS are compared with the results of standard for pile foundation,and getting the credibility results of the pile cap.The analysis should provide foundation and technical parameters for the design of pile and pile cap.
出处
《山西建筑》
2007年第6期137-139,共3页
Shanxi Architecture
关键词
二桩承台
有限元分析
ANSYS
桩基技术规范
应力
cap with two piles
finite element analysis
ANSYS
standard for pile foundation
stress
