群桩基础地震反应研究

Hongshun Ding
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引用次数: 0

摘要

桩基础是一种应用广泛的基础形式,其在静力作用下的力学行为已经基本明确,但在动力作用下的响应模式还有待更详细的研究。以群桩基础为研究对象,用动力有限元分析方法探讨群桩的地震反应规律。研究考虑了非线性土、桩土相互作用、桩侧阻力和桩端阻力作用。计算了承台-桩-基础体系的动力响应结果,其研究成果对桩基的动力设计具有参考价值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Seismic Responses Study of Pile-Groups Foundation
The pile foundation is a widely used form of the basis, and its mechanical behavior under static action has been basically clear, but has yet to be a more detailed study of response pattern under dynamic action. A group pile foundation for the study, with the dynamic finite element analysis method to explore the seismic response law of pile groups. The study considered the nonlinear soil, pile - soil interaction, pile side resistance and end resistance action. Calculated dynamic response results of the cap - Piles - foundation system, and it's research findings have reference value to the dynamic design of the pile foundation.
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