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

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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.

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Periodical:

Advanced Materials Research (Volumes 163-167)

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3981-3986

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December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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