2010•Journal of Anhui Institute of Architecture & IndustryRequires access

Dynamic time-history analysis of the vibration energy dissipation frame

Sheng Hong-yu

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Abstract

The damping frame structures have a variety of vibration-absorbing forms such as mass dampers,base isolators and damping energy dissipation.In this paper,the damping frame structures with energy dissipation braces are considered.The dynamic model for the vibration-isolating frame is established and the dynamic equation of the system is obtained.By using universal finite element analysis software ANSYS,the linear time-history seismic analysis for the frame is carried out.The comparison of dynamic responses between energy dissipation frame and anti-seismic frame structure are presented.It can be seen from the numerical results that the energy dissipation structure has obvious vibration-absorbing effect.

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What this paper is about

The damping frame structures have a variety of vibration-absorbing forms such as mass dampers,base isolators and damping energy dissipation.In this paper,the damping frame structures with energy dissipation braces are considered.The dynamic model for the vibration-isolating frame is established and the dynamic equation of the system is obtained.By using universal finite element analysis software ANSYS,the linear time-history seismic analysis for the frame is carried out.The comparison of dynamic responses between energy dissipation frame and anti-seismic frame structure are presented.It can be seen from the numerical results that the energy dissipation structure has obvious vibration-absorbing effect.

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Available abstract

The damping frame structures have a variety of vibration-absorbing forms such as mass dampers,base isolators and damping energy dissipation.In this paper,the damping frame structures with energy dissipation braces are considered.The dynamic model for the vibration-isolating frame is established and the dynamic equation of the system is obtained.By using universal finite element analysis software ANSYS,the linear time-history seismic analysis for the frame is carried out.The comparison of dynamic responses between energy dissipation frame and anti-seismic frame structure are presented.It can be seen from the numerical results that the energy dissipation structure has obvious vibration-absorbing effect.

Key concepts: Dissipation, Structural engineering, Vibration, Frame (networking), Damper, Finite element method, Energy (signal processing), Vibration control

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