The effects of lead-rubber bearings on the seismic response of flexible liquid storage tanks are presented in this paper. The investigation of the seismic calamity of the storage tank shows that the yielding instability has a close relationship with the liquid sloshing. The design approach of the basic isolated liquid storage tanks can ensure that the structure has sufficient strength to sustain the forces induced by a moderate earthquake and has sufficient ductility under a strong earthquake. In this paper, the basic isolator is the lead-rubber bearing which is a steel-reinforced multilayer elastomeric bearing with a hole in its centre to facilitate the insertion of a lead plug. The coupling effects among liquid sloshing, shell vibration and isolator motion are included in this paper. The liquid is assumed to follow the velocity potential theory, and the shell is modelled by the finite element method. The hysterestic loop of the lead-rubber bearing is dealt with by the reduced hysteretic model. This theory can overcome the nonstandardization in determining the two stiffness in the bilinear model. The results show that the isolator can greatly reduce the hydrodynamic pressure, shell and liquid sloshing amplitudes.
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