Member Stability Calculation and Analysis of the Unit Glass Curtain Wall

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Abstract:

The formula to calculate the stability of the unit glass curtain wall (UGCW) is given on the theory of the structure stability is applied to analyze the whole stability of the frame of the UGCW and the calculation formula is provided. Due to the special structure form of the vertical column of the UGCW the formula is given to calculate the critical moment of the vertical column when torsional and flexural buckling occur, and then, the design basis is provided for reasonable and safe design of the UGCW.

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109-112

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July 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] JGJ 102-2003. 2003. Technical Code for Glass Curtain Wall Engineering. The Constructs Industry Publisher of China, Peking.

Google Scholar

[2] GB 50017-2003. 2003. Technical Code of Steel Structures Design. The Constructs Industry Publisher of China, Peking.

Google Scholar

[3] Chen Ji. 2003. Stability of Steel Structures Theory and Design. Science Press, Peking.

Google Scholar

[4] Wei Mingzhong. 1991. Application and Comment for the New Steel Structure Designs Code. The Constructs Industry Publisher of China, Peking.

Google Scholar