Structure Design of Suspend-Dome Structure of Pingshan Basketball Gymnasium for Universiade 2011 Shenzhen

Abstract:

The suspend-dome structure is designed for the steel roof of Pingshan Basketball Gymnasium for Universidad 2011 Shenzhen, the overlapping diameter is 72m, supporting by 24 RC columns evenly distributed along the periphery. The following analyses were carried out: the design criterion of the suspend-dome; the linear and nonlinear buckling analysis; the detail analysis of the complex key joint, the arrangement analysis of the suspending chord and the prestressed cable; the construction stage modeling and construction scheme analysis. The key issues and relevant construction method were summarized, which could be used as reference in the similar design.

• Periodical: Advanced Materials Research (Volumes 368-373)
• Pages: 114-119
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.368-373.114
• Online since: October 2011
• Authors: Bing Wu, Mei Li Meng, Xue Yi Fu, Can Sun, Ye Wen Feng
• Keywords: Buckling Analysis, Cable-Bar Structure System, Casting Steel Joint, Sing-Layer Reticulated Dome, Suspend-Dome Structure, Welded Node of Circular Pipe

References

[1] Wu Bing, Meng Mei-li, Fu Xueyi. Structure Design of Basketball Gymnasium for Universiade 2011 Shenzhen [J].Building Structure, 2009, 39(S1):34-41.

[2] Meng Mei-li, Wu Bing, Stabilization analysis for suspend-dome structure of Pingshan Basketball Gymnasium for Universiade 2011 Shenzhen[J].Building Structure, 2009, 39(S1):42-46.

DOI: 10.4028/www.scientific.net/amr.368-373.859

[3] Yi yue, Liu xi-liang, Hang qin-hua. Research on the theory and application of the suspend-dome.[A]. The ninth spatial structures.

[4] Sun dan-dan, Ding jie-min. Buckling Analysis of Prestressed Hybrid Structure [J].Chinese quarterly of Mechanics, 2006, 27 (4):642一647.