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- W2362408049 abstract "This paper proposes a hybrid isolation strategy for multi-tower structure with a large podium.A real structure is used as an object in which one or more tower buildings are isolated on the podium and,passive,active or semiactive control devices are installed at the isolation level.The equation of motion of the hybrid control system is established,and the stiffness matrices of the super towers,isolation level and substructure are decoupled for better simulating damping of the whole system.The nonlinear behavior of isolation bearings are considered in formulating the bilinear force-deformation relationship.In this study,the seismic performance of nonlinear viscous dampers,ideal actuators and variable orifice(VO) dampers are compared each other herein.Results show that the hybrid control strategy is very effective in reducing seismic responses of both superstructure and substructure simultaneously,and improves the anti-seismic behavior of the whole structure system.The VO damper can trace the ideal active force very well and achieve a very similar level of performance to the ideal active control.The passive nonlinear viscous dampers are economical,effective and easy to maintain,which is more practical from the view of engineering application and is worthwhile to popularize this technique in the near future." @default.
- W2362408049 created "2016-06-24" @default.
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- W2362408049 date "2007-01-01" @default.
- W2362408049 modified "2023-09-27" @default.
- W2362408049 title "Hybrid isolation control for multi-tower structures with a large podium" @default.
- W2362408049 hasPublicationYear "2007" @default.
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