Design and Stability Analysis for an Arch-Shell Hybrid Structure, Singapore Cool Dry Conservatory-Reference-Cited by-同舟云学术

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

Published:2010-12 Issue: Volume:163-167 Page:557-561
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Bai Yin¹,Wang Yuan Qing²,Shi Yong Jiu²

Affiliation:

1. Beijing University of Aeronautics and Astronautics

2. Tsinghua University

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.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.163-167.557.pdf

Reference9 articles.

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.

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

3. BS6399, Load for buildings.

4. BS5950, Structural use of steelwork in building.

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

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