Abstract
The suspen-dome system is a new structural form that has become popular in the construction of long-span roof structures. These domes are very slender and lightweight, their configuration is complicated, and hence sequential consideration in the structural design is needed. This paper focuses on these considerations, which include the method for designing cable prestress force, a simplified analysis method, and the estimation of buckling capacity. Buckling is one of the most important problems for dome structures. This paper presents the findings of an intensive buckling study of the Lamella suspen-dome system that takes geometric imperfection, asymmetric loading, rise-to-span ratio, and connection rigidity into consideration. Finally, suggested design and construction guidelines are given in the conclusion of this paper. © 2005 Elsevier Ltd. All rights reserved.
| Original language | English |
|---|---|
| Pages (from-to) | 764-785 |
| Journal | Journal of Constructional Steel Research |
| Volume | 61 |
| Issue number | 6 |
| DOIs | |
| Publication status | Published - Jun 2005 |
Research Keywords
- Asymmetric loading
- Buckling
- Connection rigidity
- Geometric imperfection
- Prestress
- Suspen-dome
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