Analysis and Design of Dalian International Conference Center

Li Chang Wang; Guo Zhi Qiu

doi:10.4028/www.scientific.net/AMM.174-177.1758

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 174-177Analysis and Design of Dalian International...

Analysis and Design of Dalian International Conference Center

Abstract:

This paper presents the concepts used for the structural analysis and design of Dalian International Conference Center. The unique building consists of various conference and function rooms. A steel deck of 25,000 m² is supported by 14 transportation tubes and surrounded by 7 cantilevered conference and function rooms, an isolated opera house with 1800 seats is at the center. Some typical joints are also introduced in the paper.

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Periodical:

Applied Mechanics and Materials (Volumes 174-177)

Pages:

1758-1762

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.174-177.1758

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Online since:

May 2012

Authors:

Li Chang Wang, Guo Zhi Qiu

Keywords:

Joint, Steel Structure, Structural Design, Tubular Structure

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References

[1] GB50017-2003, Code for design of steel structures (In Chinese).

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[2] GB50017-2001, Code for seismic design of buildings (In Chinese).

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[3] Zhu Z.Y., Ke C.H., et al. Design of steel structure of Beijing Capital international airport terminal 3. Proceedings of the IASS-APCS Symposium "New Olympics, New Shell and Spatial Structures", 2006.

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