| 注册
首页|期刊导航|长春工程学院学报:自然科学版|两等跨连续梁的模态分析试验

两等跨连续梁的模态分析试验

吴晶 袁向荣

长春工程学院学报:自然科学版2012,Vol.13Issue(1):1-2,26,3.
长春工程学院学报:自然科学版2012,Vol.13Issue(1):1-2,26,3.

两等跨连续梁的模态分析试验

Experiment of modal analysis to two-span continuous beams

吴晶 1袁向荣1

作者信息

  • 1. 广州大学土木工程学院,广州510006
  • 折叠

摘要

Abstract

A modal analysis test of two-span continuous beams has been carried out with the DASPsoftware in this paper.The first two order frequency and damp ratio of these continuous beams are obtained.Simultaneously,the two-span continuous beams model has been built by the Midas Civil software,and the algorithm has been performed.Then,a comparison has been made by the algorithm result and modal analysis result.The results show that: the test result is consistent with the finite element analysis result,with the frequency deviation in 5%.It is feasible to get modal parameters of the continuous beams by modal analysis experiment.

关键词

连续梁/模态分析/有限元分析/模态参数

Key words

continuous beams/modal analysis/finite element analysis/modal parameters

分类

交通工程

引用本文复制引用

吴晶,袁向荣..两等跨连续梁的模态分析试验[J].长春工程学院学报:自然科学版,2012,13(1):1-2,26,3.

基金项目

国家自然科学基金资助项目 ()

西南交通大学牵引动力国家实验室开放课题 ()

长春工程学院学报:自然科学版

1009-8984

访问量0
|
下载量0
段落导航相关论文