【摘要】 本文对分层弹性地基中端承桩基础通过特性分析建立了合理的力学模型，通过动力分析，给出了端承桩基础轴向自振特性及在竖向地震载荷作用下强迫反应的解析解。文中的解析公式为分层弹性地基中的端承桩基础轴向动力反应分析提供了一种新的解析方法。更多还原

【Abstract】 In this paper, a reasonable machanics model is established to End-bearing pile foundation in layer elasto-foundation by means of characteristics analysis, and according’tQ layer elasto-foundation soil model to carry out the dynamic analysis of the End-bearing pile, the analytical solutions for the axial free vibration characteristics and the coercion responses under the action of the vertical seismic loading of the End-bearing pile are given. A new analytical method is furnished to the analytical formulas for the axial dynamic response analysis of the End-bearing pile foundation in layer elasto-foundation in the paper.更多还原