Paper Title:
Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load
  Abstract

This paper presents the nonlinear time-history and response spectrum analysis for a three-story steel moment frame and a braced frame by hysteretic damper against earthquake load which analyzed by SAP2000 software. The mentioned frames were analyzed by Eigenvalue method for linear analysis and Ritz-vector method for nonlinear analysis. Simulation results were presented as a time-displacement graph based on dynamic analysis, the dynamic base shear force is also calculated.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
3981-3986
DOI
10.4028/www.scientific.net/AMR.163-167.3981
Citation
M. S. Masoomi, S. A. Osman, S. Shojaeipour, "Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load", Advanced Materials Research, Vols. 163-167, pp. 3981-3986, 2011
Online since
December 2010
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Price
$32.00
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