Introduction to ASCE7 Seismic Design and the Comparison with Chinese Code GB 50011-2010

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Abstract:

Nowadays the design becomes more and more international. In order to effectively meet this trend, it is necessary to understand the similar or different concept and application of American code and Chinese code on seismic design. This article introduces the concept and design procedure of ASCE7 and compares the seismic analysis results of ASCE7 and GB 50011-2010 through a project example. The similarities and differences of American code and Chinese code on seismic design are summarized.

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881-885

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November 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] GB50010-2010, Code for design of concrete structures, China Building Industry Press,Beijing, (2010).

Google Scholar

[2] GB50011-2010, Code for seismic design of buildings, China Building Industry Press, Beijing, (2010).

Google Scholar

[3] American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures, ASCE, (2010).

Google Scholar

[4] ACI, ACI318-02, PCA, (2002).

Google Scholar

[5] S. Bungale. Taranath, Reinforced Concrete Design of Tall Buildings, CRC Press, (2010).

Google Scholar

[6] L. Wei, Design of Building Structures Frequently Encountered Problems and Countermeasures, China Electric Power Press, Beijing, (2009).

Google Scholar