| 组合空间结构稳定性能分析 |
| |
| 引用本文： | 沈文杰,陈东.组合空间结构稳定性能分析[J].江苏建筑,2008(6). |
| |
| 作者姓名： | 沈文杰 陈东 |
| |
| 作者单位： | 东南大学土木工程学院,江苏南京,210096 |
| |
| 摘 要： | 一致缺陷模态法是网壳结构缺陷稳定分析中的一种重要方法,但是根据本文的分析,该法直接应用于组合空间结构却存在一些问题.为了充分发挥一致缺陷模态法的优点,文章提出了具体的改进方法.并讨论了利用改进方法得到的最不利几何缺陷对结构自振频率的影响,得到了一些对组合空间结构设计有益的结论.
|
| 关 键 词： | 组合空间结构 改进的一致缺陷模态法 几何缺陷 自振频率 |
Stability Analysis of Combined Space Structure |
| |
| SHEN Wen-jie,CHEN Dong.Stability Analysis of Combined Space Structure[J].Jiangsu Construction,2008(6). |
| |
| Authors: | SHEN Wen-jie CHEN Dong |
| |
| Affiliation: | SHEN Wen-jie CHEN Dong(School of Civil Engineering,Southeast University,Nanjing Jiangsu 210096 China) |
| |
| Abstract: | The consistent imperfect buckling analysis method is used frequently in the imperfect stability anal-ysis of the reticulated structure,but according to the analysis of this paper,the method is not suit for the com-bined space structure system.So it is improved to be able to analyze the combined space structure system.The improved consistent imperfect buckling analysis method is approved correct by finite-element methed.And the influences of the geometry imperfection on the natural frequencies is discussed b... |
| |
| Keywords: | combined space structure the improved consistent imperfect buckling analysis method geometry imperfection natural frequencies |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
