A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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
2010-12-06
6 pages
Article (Journal)
Electronic Resource
English
Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load
| British Library Conference Proceedings | 2011
Seismic performance of moment resistant steel frame with hysteretic damper
| British Library Conference Proceedings | 2000
Effect of earthquake energy input characteristics on hysteretic damper efficiency
| Online Contents | 2003