Structural Design of Yunnan Ruili Spa Resort Sightseeing Tower

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Abstract:

Yunnan Ruili spa resort sightseeing tower is a high-rise hybrid structure building, which is 52.8 meters in height. In the design process, for the purpose of ensuring the correctness and reliability of the model analysis and design, general finite element analysis software SATWE and ETABS are used for flexible modeling and analysis. Through controlling and adjusting related parameters, the reasonable calculation results are obtained, which can be regarded as the basis of the design. In this paper, relevant problems are also discussed for the foundation design and superstructure design of the tower.

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798-802

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] GB 50017-2003: Code for design of steel structures. (In Chinese).

Google Scholar

[2] JGJ 99-98: Technical specification for steel structure of tall buildings. (In Chinese).

Google Scholar

[3] GB 50011-2010: Code for Seismic Design of Building. (In Chinese).

Google Scholar

[4] GB 50135-2006: Code for design of high-rising structures. (In Chinese).

Google Scholar

[5] GB 50007-2002: Code for design of building foundation. (In Chinese).

Google Scholar

[6] GB 50010-2010: Code for design of concrete structures. (In Chinese).

Google Scholar

[7] Hualin Wang: The structural design of high-rise buildings of Yunnan Huidu International, J. of Architecture and Design, 49-50, (2003).

Google Scholar

[8] Chang Liu & Chuanjiang Tan: Reinforced concrete office building with top-level steel structure seismic analysis, J. of Papers of the First Session of the BJCKS Structure Software User Conference, 71-76, (2008).

Google Scholar

[9] Chinese version of the ETABS user guide, China Building Industry Press, 2004. (In Chinese).

Google Scholar

[10] User manuals and technical conditions for SATWE, PKPMCAD Engineering Department of China Academy of Building Research, 2006. 09.

Google Scholar