摘要
本文通过对复合平面应变近似法的改进，导出单桩桩基的动力复刚度，分析影响桩基动力刚度和阻尼的因素，得到一些结论。
An approximate method of plane strain for the dynamic complex stiffness analysis of axial response of single pile is eveloped. A formulation of dynamic complex stiffness matrix of pile foundation is derived and dynamic property of stiffness and resistance of pile foundation is discussed. Then a series of relation curves and conclusions are obtained by comparison and checking with real examples.
出处
《力学与实践》
CSCD
北大核心
1998年第3期50-52,共3页
Mechanics in Engineering
