Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load

Abstract:

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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 et al., "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:

$35.00

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