摘要
采用动力文克尔地基梁模型,导出了层状介质中桩单元的复刚度矩阵,提出了计算层状介质中动力相互作用因子的计算方法,利用单桩动力阻抗和动力相互作用因子计算群桩的水平动力阻抗。文中给出了算例。
The complex stiffness matrix of pile elements is derived and the method for calculating the dynamic interaction factors is suggested based on the winkler foundation beam model. The horizontal impedances of pile groups are determined by using the impedances of single piles and the dynamic interaction factors. The numerical examples are given.
出处
《振动工程学报》
EI
CSCD
1998年第3期258-264,共7页
Journal of Vibration Engineering
基金
国家教委博士点基金
关键词
土动力学
动力相互作用
动力阻抗
桩基础
soil dynamics
dynamic interaction
dynamic impedance
dynamic response of pile foundation