Design and Stability Analysis for an Arch-Shell Hybrid Structure, Singapore Cool Dry Conservatory

Yin Bai; Yuan Qing Wang; Yong Jiu Shi

doi:10.4028/www.scientific.net/AMR.163-167.557

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Design and Stability Analysis for an Arch-Shell...

Design and Stability Analysis for an Arch-Shell Hybrid Structure, Singapore Cool Dry Conservatory

Abstract:

Singapore Cool Dry conservatory is a huge space steel structure which is for exhibiting plants suited for living in cool and dry conditions. Due to its seashell shape, it adopts arch-shell hybrid structural system. Double-layer glass curtain walls are suspended to the shell, while cables are tensioned between large arches to increase lateral stability capacity. Because of this structure’s specialty, traditional structural design software in China can not meet the need. FEA software ANSYS was employed to make design optimization, and make further verification. The global stability bearing capacities considering geometry non-linear elasticity and elasto-plasticity conditions were evacuated and analyzed.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

557-561

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.557

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Online since:

December 2010

Authors:

Yin Bai, Yuan Qing Wang, Yong Jiu Shi

Keywords:

Global Stability Property, Hybrid Structure, Large-Space Steel Structure, Ultimate Bearing Capacity

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References

[1] WANG Yuanqing, SHI Yongjiu, GAO Yang, et al. Structure Design and Relative Technology Research for Conservatory at Gardens by the Bay, Singapore. Industrial Construction (supplement), 2009, (7): 91-102.

Google Scholar

[2] Techwell Engineering Limited, Member OF CAE Group. SAP2000 Calculation Report For Cool Dry and Cool Moist, (2008).

Google Scholar

[3] BS6399, Load for buildings.

Google Scholar

[4] BS5950, Structural use of steelwork in building.

Google Scholar

[5] Techwell Engineering Limited, Member OF CAE Group. Structural design report, (2008).

Google Scholar

[6] China Academy of Building Research. Structural Design Report for Steel Structures in Botanical Gardens, Singapore, (2009).

Google Scholar

[7] CHEN Shaofan. Guide to Stability Design of Steel Structures. Beijing: China Architecture & Building Press, 2004: 343-350.

Google Scholar

[8] WANG Fa-wu, TANG Gan. Sectional optimum design of single- layer lattice shells considering structural stability. Spatial Structures, 2006, 12(3): 31-34.

Google Scholar

[9] JGJ61-2003, Technical Specification for Latticed Shells.

Google Scholar