Research on optimum parameters of base-isolated buildings with lead laminated rubber bearings
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In this paper, the optimum parameter of baseisolated buildings with lead laminated rubber bearings(LRB) has been studied. The earthquake response of seismic isolation system excited by different ground motions has been investigated by the nonlinear timehistory response analysis procedure through an engineering example. The results show that seismic response of the system can be controlled by optimizing LRB parametrs for practical engineering.