This paper research the earthquake response control effect of the displacement ratio overrun asymmetric structures by using viscous damper

viscoelastic damper

metal damper

lead-viscoelastic compound damper and brace.In this article

a practical project is used as analysis background.The model anlaysis

response spectrum analysis and time history analysis are proceeded for the structure with 4 different kinds of damper.The period ratio and displacement ratio are contrasted in the paper.Results show that after install the viscous-elastic damper

lead-viscoelastic compound damper and metal damper into the structure

the displacement ratio is reduced largly.The damper should be located at the end

where the lateral stiffness is weak and the displacement is large.Viscoelastic damper

metal damper and lead-viscoelastic compound damper adjust the torsional effect by supplying the asymmetric structure lateral stiffness and damping

while viscous damper increasing the damping ratio.Moreover

the viscous damper and viscouelastic damper have exellent energy dissipative abillity even under light earthquake

however

metal damper and lead-viscoelastic compound damper are basically in elastic state while only supply stiffness.It have great dissipative ability under rare earthquake.