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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Liu Hongbo Chen Zhihua Zhou Ting |
| Copyright Year | 2011 |
| Description | Author affiliation: School of Civil Engineering, Tianjin University, China (Liu Hongbo; Chen Zhihua; Zhou Ting) |
| Abstract | A new structural system, suspen-dome with stacked arch structure, is accepted in Chiping Gymnasium, and it consists of a suspen-dome and two spatial arches. Due to the existence of two spatial arches, the stability behavior of suspen-dome with stacked arch structure is different from general suspen-dome structure. In this paper, the stability of suspen-dome with stacked arch is analyzed using general finite element software package ANSYS, and the main work of the paper are as following: 1) the over view of Chiping Gymnasium is firstly introduced; 2) it is discussed that the effect of existence of the two arches on the stability; 3) the stability analysis of the steel roof of Chiping Gymnasium under condition that the hoop cables can slide around the bottom strut joints is discussed. |
| Starting Page | 634 |
| Ending Page | 637 |
| File Size | 1145453 |
| Page Count | 4 |
| File Format | |
| ISBN | 9781457702891 |
| e-ISBN | 9781457702907 |
| DOI | 10.1109/ICETCE.2011.5776181 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 2011-04-22 |
| Publisher Place | China |
| Access Restriction | Subscribed |
| Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Subject Keyword | Analytical models Suspen-dome Stability Lattices Sliding Arch Stability analysis Steel Joint Joints Numerical stability Load modeling |
| Content Type | Text |
| Resource Type | Article |
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