摘要
采用ANSYS有限元软件,建立了连续降板深度不同和位置改变的筏板与地基基础局部共同作用的模型,计算分析了连续降板对板内力和变形的影响,得出了一些有价值的结论,为类似问题的研究提供参考。
Adopts the finite element software ANSYS,to establish the model of the continuous descending plate with various depths,the raft plates with altering positions and foundation parts,calculates and analyzes the influence of the continuous descending plate on internal force and deformation of raft plates,and achieves some valuable conclusions,so as to provide some reference for the research on similar problems.
出处
《山西建筑》
2016年第3期74-76,共3页
Shanxi Architecture
关键词
筏板基础
连续降板
竖向变形
应力
raft foundation
descending plate
vertical deformation
stress