Seismic Response Modification Factor of Eccentrically Brace Steel Frame

Abstract:

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Seismic response modification factor (R) and displacement amplification factor (Cd) are very important parameters to compute seismic force and to verify elasto-plasticity deformation in advanced seismic design. According to the present China Code for Seismic Design of Buildings,15 eccentrically braced steel frames are designed. R & Cd of 15 samples are computed by the Capacity Spectrum Method (CSM).Some correlative factors are analyzed and some reference is presented to the seismic design of these structures.

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Periodical:

Edited by:

Dongye Sun, Wen-Pei Sung and Ran Chen

Pages:

1605-1608

DOI:

10.4028/www.scientific.net/AMM.71-78.1605

Citation:

Y. K. Shen "Seismic Response Modification Factor of Eccentrically Brace Steel Frame", Applied Mechanics and Materials, Vols. 71-78, pp. 1605-1608, 2011

Online since:

July 2011

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$35.00

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