摘要
通过采用6种不同密度的有限元网格对实际工程筏基变形作有限元计算并与沉降观测值比较,分析了有限元网格密度对筏基沉降变形计算的影响,提出了筏基工程变形计算中有限元网格尺寸的适宜大小选取原则,对筏板基础工程设计具有一定的参考意义。
Six different densities of meshing in FEA are used to calculate the deformation of raft foundation in practical engineering,and the comparison between the calculated values and the measured ones is conducted.The effect of the mesh density on the deformation calculation of the raft foundation is analyzed.The result indicates that the calculated values are comparatively stable and close to the surveyed ones when the mesh's side length is 1.5-2 times the thickness of the raft board.
出处
《西华大学学报(自然科学版)》
CAS
2007年第1期93-96,共4页
Journal of Xihua University:Natural Science Edition
关键词
高层建筑
筏板基础
有限元方法
网格尺寸
变形计算
沉降
high building
raft foundation
finite element method
mesh size
deformation calculation
settlement