Stability Analysis and Potential Seismic Capacity Evaluation of an Elliptic Paraboloid Latticed Shell

Abstract:

The stability and the potential seismic capacity of the double-layer elliptic paraboloid latticed shell roof structure of a stadium was analyzed and evaluated, performing by Midas Gen software. Firstly, the seismic response spectrum analyses and the linear time-history analyses were carried out respectively on two different analysis models: the integral structural model containing the lower support structure and the single latticed shell model. The seismic response characteristics and the potential seismic capacity of the models were compared and evaluated. Secondly, based upon the real detailed design of the stadium, the static stability of the latticed shell was analyzed, considering both the geometrical non-linearity and the initial imperfection. Thirdly, the influence of the effects of the vertical ground motion upon the latticed shell structure was studied. The analysis method adopted and the conclusions obtained can be used as references for the future similar engineering projects.

• Periodical: Applied Mechanics and Materials (Volumes 256-259)
• Pages: 2152-2160
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.256-259.2152
• Online since: December 2012
• Authors: Xiao Nong Duan*, Zhu Juan Yang, Neng Tang, Xue Ting Chen
• Keywords: Elliptic Paraboloid, Geometrical Non-Linearity, Initial Imperfection, Latticed Shell, Potential Seismic Capacity, Stability

References

[1] Code for Seismic Design of Buildings (GB 50011-2010) [S]. Beijing: China Building Industry Press, (2010), in Chinese.

[2] Dong Shilin. The Development and Prospect of Long-Span Steel Space Structures in China [J]. Spatial Structures, Vol. 6(2) (2000), pp.3-13, in Chinese.

[3] Shen Shizhao, Chen Xin. Stability of Latticed Shell Structures [M]. Beijing: Science Press, (1999), in Chinese.

[4] Gioncu V. Buckling of Reticulated Shells: State-of-the-art [J]. International Journal of Space Structures. Vol. 10(1) (1995), pp.1-46.

DOI: 10.1177/026635119501000101

[5] Meek JL. Tan HS. Geometrically Nonlinear Analysis of Space Frames by an Incremental Iterative Technique [J]. Computer Methods Applied Mechanics and Engineering, Vol. 47(3) (1984). pp.261-282.

DOI: 10.1016/0045-7825(84)90079-3

[6] Technical Specification for Space Frame Structures (JGJ 7-2010) [S]. Beijing: China Building Industry Press, (2010), in Chinese.

[7] Gao Boqing, Dong Shilin, Studies on Dynamical Performances on Vertical Earthquake of Double-layer Latticed Barrel Vault [J]. Spatial Structures. Vol. 2(3) (1996), pp.16-22, in Chinese.