Paper Title:
Seismic Response Modification Factor of Eccentrically Brace Steel Frame
  Abstract

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.

  Info
Periodical
Chapter
Chapter 3: Frontiers of Civil Engineering
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
Authors
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Price
$32.00
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Abstract:To further understand displacement based seismic theory of building structures, the seismic performance evaluation using capacity spectrum...
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