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基于FLAC3D地震作用下桩基位移的分析
引用本文:李健全.基于FLAC3D地震作用下桩基位移的分析[J].安徽水利水电职业技术学院学报,2010,10(3):4-6.
作者姓名:李健全
作者单位:合肥工业大学,土木与水利工程学院,安徽,合肥,230009
摘    要:文章利用FLAC3D有限差分软件对桩一土体系进行了非线性动力反应分析;该方法通过耦合弹簧实现桩与土之间的相瓦作用;结合FLAC3D算例计算,分析了桩基础在地震作用下的位移与弯矩变化规律.

关 键 词:地震  桩-土体系  桩基  FLAC3D

Analysis of displacement of pile foundation under earthquake based on FLAC3D
LI Jian-quan.Analysis of displacement of pile foundation under earthquake based on FLAC3D[J].Journal of Anhui Technical College of Water Resources and Hydroelectric Power,2010,10(3):4-6.
Authors:LI Jian-quan
Affiliation:LI Jian-quan (School of Civil Engineering,Hefei University of Technology,Hefei 230009,China)
Abstract:In this paper,the dynamic response analysis of nonlinear pile-soil system is studied by making use of lagrangian finite diference software-FLAC3D.The interaction between the pile and soil is simulated with coupling spring,the change of displacement and moment of the pile foundation under earthquake are analyzed by using FLAC3D.
Keywords:FLAC3D
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