Dynamical Characteristics Research on Cable Dome

被引：3
|
作者：
Chen, Lianmeng [1 ]
Dong, Shilin [2 ]
机构：
[1] Wenzhou Univ, Coll Architecture & Civil Engn, Wenzhou 325035, Peoples R China
[2] Zhejiang Univ, Space Struct Res Ctr, Hangzhou 310027, Peoples R China
来源：
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词：
Cable Dome; Vibration Frequency; Vibration Mode; Aseismatic Behavior; PRESTRESS; DESIGN;
D O I：
10.4028/www.scientific.net/AMR.163-167.3882
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The vibration frequency and vibration mode of a Geiger dome are studied first in this paper. Then the influence of the prestress and the externalload to the frequency and the way to change the vibration modes are discussed. At last, the response to the earthquake and the comparison of the aseismatic behavior between before and after adding the stability cables are studied. The results of the paper are believed to provide a meaning help in the preliminary design of cable domes.
引用
收藏
页码：3882 / +
页数：2
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