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弹性地基上梁的GDQ振动分析
引用本文:宋丽红,陈殿云,张传敏.弹性地基上梁的GDQ振动分析[J].河南科技大学学报(自然科学版),2003,24(4):94-97.
作者姓名:宋丽红  陈殿云  张传敏
作者单位:1. 河南科技大学,建筑工程学院,河南,洛阳,471003
2. 河南省发展计划委员会,河南,郑州,450003
基金项目:河南科技大学科研基金资助项目(200121)
摘    要:弹性地基上梁的振动问题求解一直受到工程界的广泛关注。本文应用广义微分求积法(GDQ)对弹性地基上梁进行动力分析,求出其前5阶固有频率,并与用微分求积单元法(DQEM)和有限元法(FEM)的计算结果进行对比,结果表明GDQ计算工作量小而精度高。

关 键 词:弹性地基    固有频率  微分求积单元法  有限元法  广义微分求积法  振动分析
文章编号:1000-5080(2003)04-0094-04
修稿时间:2003年10月9日

Vibration Analysis of Beam on Elastic Foundation by GDQ
SONG Li-Hong,CHEN Dian-Yun,ZHANG Chuan-Min.Vibration Analysis of Beam on Elastic Foundation by GDQ[J].Journal of Henan University of Science & Technology:Natural Science,2003,24(4):94-97.
Authors:SONG Li-Hong  CHEN Dian-Yun  ZHANG Chuan-Min
Institution:SONG Li-Hong~1,CHEN Dian-Yun~1,ZHANG Chuan-Min~2
Abstract:In engineering fields, it is well known that vibration analysis of beam on elastic foundation is a very important problem. In this paper, the former five frequencies of beam on elastic foundation have been obtained by generalized differential quadrature method (GDQ) and are compared with numerical results by DQEM and FEM. It is shown that GDQ is a good method to deal with vibration problems of beams on elastic foundation.
Keywords:Generalized differential quadrature  Elastic foundations  Beams  Flutter analysis
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