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Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load
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.
Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load
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.
Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load
Advanced Materials Research ; 163-167 ; 3981-3986
06.12.2010
6 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load
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