The Stability Analysis on the Different Types of Single Layer Latticed Shell

Jun Qiang Wu; Yu Cui

doi:10.4028/www.scientific.net/AMR.788.598

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 788The Stability Analysis on the Different Types of...

The Stability Analysis on the Different Types of Single Layer Latticed Shell

Abstract:

This single-layer spherical reticulated shell has the advantages of reasonable stress,beautiful appearance ,fast construction,is widely applied in practical engineering. Through the static stability analysis of three kinds of single-layer spherical lattice shell structure using ansys, we get them in the uniform deformation under static load, the modal, buckling load. The results show that: The Kiewitt latticed shells displacement is small, structure is stable, better than SchwedLer and lianfang.

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Periodical:

Advanced Materials Research (Volume 788)

Pages:

598-601

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.788.598

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Online since:

September 2013

Authors:

Jun Qiang Wu, Yu Cui

Keywords:

Kiewitt, Lianfang, Schwedler, Single-Layer Spherical Reticulated Shell, Static Stability Analysis

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References

[1] Tage-din H, Meguro K. Analysis of a small scale RC building subjeeted to shaking table tests using applied element method, 12WCEE, NewZealand, (2000).

Google Scholar

[2] Space Structures 4, Vol. 1, 2, Edited by G.A.R. Parke and C.M. Howard, Thomas Telford, London, (1993).

Google Scholar

[3] Shizhao Shen; Study on the spatial structure theory of China in 20 years [A]; Tenth National Spatial Structure Symposium [C]; (2002).

Google Scholar

[4] the Ministry of construction of the people's Republic of China, code for seismic design of buildings [GB50011-2010].

Google Scholar

[5] Shizhao Shen. Grid and shell. Shanghai: Tongji University press, (1997).

Google Scholar