2010•Zhongnan Linye Keji Daxue xuebaoRequires access

Calculation of additional equivalent damping ratio for viscoelastic dampers

Tang Xiao-di

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Abstract

Viscoelastic dampers typically introduce both stiffness and damping into a building frame,and thus the design of a energy dissipation system added viscoelastic dampers is more complex than a system added viscous dampers.In this paper,a modal equation of motion will be expressed into state space equation,and then a Lyapunov function is constructed.Assumed seismic response of a structure is random response,a calculation formula of additional equivalent damping ratio for viscoelastic dampers is derived.Energy dissipation characteristic of viscoelastic dampers can be expressed by the damping ratio only.The procedure will simplify the design of energy dissipation added viscoelastic dampers effectively.Compared with the general method,the accuracy of the procedure is adequacy,and the result is conservative.

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What this paper is about

Viscoelastic dampers typically introduce both stiffness and damping into a building frame,and thus the design of a energy dissipation system added viscoelastic dampers is more complex than a system added viscous dampers.In this paper,a modal equation of motion will be expressed into state space equation,and then a Lyapunov function is constructed.Assumed seismic response of a structure is random response,a calculation formula of additional equivalent damping ratio for viscoelastic dampers is derived.Energy dissipation characteristic of viscoelastic dampers can be expressed by the damping ratio only.The procedure will simplify the design of energy dissipation added viscoelastic dampers effectively.Compared with the general method,the accuracy of the procedure is adequacy,and the result is conservative.

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Available abstract

Viscoelastic dampers typically introduce both stiffness and damping into a building frame,and thus the design of a energy dissipation system added viscoelastic dampers is more complex than a system added viscous dampers.In this paper,a modal equation of motion will be expressed into state space equation,and then a Lyapunov function is constructed.Assumed seismic response of a structure is random response,a calculation formula of additional equivalent damping ratio for viscoelastic dampers is derived.Energy dissipation characteristic of viscoelastic dampers can be expressed by the damping ratio only.The procedure will simplify the design of energy dissipation added viscoelastic dampers effectively.Compared with the general method,the accuracy of the procedure is adequacy,and the result is conservative.

Key concepts: Damper, Viscoelasticity, Dissipation, Damping ratio, Stiffness, Damping torque, Control theory (sociology), Modal

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