岩土工程学报1999，Vol.21Issue(5)：609-613,5.
部分埋入弹性地基的变截面桩自由振动
Free vibrations of tapered piles embedded partially in elastic foundations
摘要
Abstract
The numerical methods for calculating the natural frequencies and the mode shapes of the tapered piles embedded partially in the elastic foundations are developed. The ordinary differential equation governing the free vibrations of such piles are derived, in which the effect of axial load is considered. The Runge- Kutta method and the determinant search method combined with the Regula- Falsi method are used for integrating the differential equation and determining the eigenvalues(natural frequencies), respectively.关键词
特征值搜索法/弹性地基/自由振动/振型/部分埋入桩/Regula-Falsi法/Runge-Kutta法/变截面桩Key words
determinant search method/elastic foundation/free vibration/mode shape/pile embedded partially/Regula-Falsi method/Runge-Kutta method/tapered pile分类
建筑与水利引用本文复制引用
李炳求,郑镇燮,李光范,陈泰基..部分埋入弹性地基的变截面桩自由振动[J].岩土工程学报,1999,21(5):609-613,5.
