摘要
文章对基桩受纵向动荷作用，考虑剪切变形和转动慢性影响，进行动力稳定性分析。讨论了剪切变形效应和转动惯性对基桩参数共振的影响。给出了具体算例。分析结果为实际工程提供了理论计算依据。
A theoretical analysis for dynamic stability of the foundation Piles is presented in thes peper.The effects of shearing and rotative inertia are considred in the analysis.The results will be useful for the analysis and desigen of pile foundation in engneering prastice.
出处
《合肥工业大学学报（自然科学版）》
CAS
CSCD
1996年第2期94-98,共5页
Journal of Hefei University of Technology：Natural Science
关键词
基桩
剪切效应和转动惯性
动力稳定性
foundation piles,shearing deformations and rotational inertia,dynamic stability
