[1]黄中伟,杨小玲,遇平静.复杂阻尼作用下结构风振的相似性分析[J].深圳大学学报理工版,2003,20(4):116-119.
　HUANG Zhong-wei,YANG Xiao-ling and YU Ping-jing.Similarity Analysis of Structural Wind Motion under Complex Damp[J].Journal of Shenzhen University Science and Engineering,2003,20(4):116-119.
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复杂阻尼作用下结构风振的相似性分析()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第20卷
期数:
2003年4期
页码:
116-119
栏目:
土木建筑工程
出版日期:
2003-10-30

文章信息/Info

Title:
Similarity Analysis of Structural Wind Motion under Complex Damp
文章编号:
1000-2618(2003)04-0116-04
作者:
黄中伟; 杨小玲; 遇平静
深圳大学建筑与土木工程学院, 深圳518060
Author(s):
HUANG Zhong-wei;  YANG Xiao-ling and YU Ping-jing
College of Architecture and Civil Engineering, Shenzhen University, Shenzhen 518060, P .R .China
关键词:
结构风振; 振动; 相似性分析
Keywords:
structural wind motion;  vibration;  similarity analysis
分类号:
TU 97
文献标志码:
A
摘要:
通过对相似流场中风力特性的分析，研究多种阻尼因素共同作用下结构风振的相似条件，提出了对模型参数的要求.
Abstract:
Based on the analysis of the force charater in wind flow fields, the similarity of structural wind motion has been studied. Strict conditions related with vibration paramters are introduced, by means of which wind motion similarity can be realized when three types of damp exist simultaneously.

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[1]明海燕,李相菘.二维完全耦合有限元地震分析程序SUMDES2D[J].深圳大学学报理工版,2004,21(3):224.
　MING Hai-yan and LI Xiang-song.SUMDES2D , a 2D fully coupled FE earthquake analysis program[J].Journal of Shenzhen University Science and Engineering,2004,21(4):224.

更新日期/Last Update: 2015-11-13