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桩板基础减振的有限元计算
引用本文:刘艳华, 陈勇, 陆明万. 桩板基础减振的有限元计算[J]. 工程力学, 2002, 19(6): 39-43.
作者姓名:刘艳华  陈勇  陆明万
作者单位:清华大学工程力学系, 北京, 100084
摘    要:利用有限元方法求解了建筑-桩板基础-地基的相互作用问题,通过计算得出了采用桩板基础能很好的达到减振的目的以及桩板基础对不同频率激励的减振效果。说明了用直接积分法解动力学问题时阻尼的简化处理方法以及微振问题有限元计算中地基的处理方法和模型中单元从密到疏过渡方案的选取。

关 键 词:有限元法  桩板基础  减振  阻尼
文章编号:1000-4750(2002)05-039-05
收稿时间:2001-03-09
修稿时间:2001-06-07

FINITE ELEMENT ANALYSIS OF VIBRATION REDUCTION OF PILE AND BOARD FOUNDATION
LIU Yan-hua, CHEN Yong, LU Ming-wan. FINITE ELEMENT ANALYSIS OF VIBRATION REDUCTION OF PILE AND BOARD FOUNDATION[J]. Engineering Mechanics, 2002, 19(6): 39-43.
Authors:LIU Yan-hua  CHEN Yong  LU Ming-wan
Affiliation:Dept of Engineering Mechanics, Tsinghua University, Beijing 100084
Abstract:The joint action of building, pile and board foundation and soil is studied by finite element method. The vibration control ability of pile and board foundation to different frequency excitation is obtained. A processing method for damping is established when structure dynamics is analyzed with direct integration method. Simulating methods of soil in finite element method are discussed. Selecting principles of transition element for small oscillation problem are suggested.
Keywords:finite element method  pile and board foundation  vibration reduction  damping
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