Researches on the Structural Influencing Coefficient of Steel Frames under Different Sites Based on the Energy Concept

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The structure influencing coefficients reflect discount rate on horizontal seismic action of different structure categories. In general, the structure influence coefficients are related with the ductility level and overstrength of the structure. According to Code for seismic design of buildings (GB50011-2008), four models of three story-steel frames are designed for 4 types of site. Dynamic time-history analysis is carried out to study the models with records of seismic waves. The ductility level, the over-strength and Structural Influencing Coefficient are derived by the energy concept in the different sites condition. Structural Influencing Coefficient based on the energy concept is a new attempt. Method of the energy concept and design of structure will become the important development direction to improve the traditional seismic design.

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Edited by:

Chunliang Zhang and Paul P. Lin

Pages:

1000-1004

Citation:

H. J. Jia et al., "Researches on the Structural Influencing Coefficient of Steel Frames under Different Sites Based on the Energy Concept", Applied Mechanics and Materials, Vols. 226-228, pp. 1000-1004, 2012

Online since:

November 2012

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$38.00

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[2] Cy Ding: Energy method based on the performance of the seismic design of single freedom structure MS, Beijing Jiao tong university, China , (2006 ) , p.23 (In Chinese).

[3] National standard of the people's republic of China Code for Seismic Design of Buildings (GB 50011-2008) China architecture &building press, China, ( 2008) (In Chinese).