Stochastic Optimization of a Nonlinear Base Isolation System with LRB and EIMD for Building Structures

<div>Comparison of the seismic responses of the three cases subjected to the artificial accelerogram (soft soil condition, PGA = 0.4 g). (a) Interstory drift at the first floor of the superstructure. (b) Absolute acceleration at the roof. (c) Base floor deformation.</div>

Structural Control and Health Monitoring

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Figure 10

Figure 10: Stochastic Optimization of a Nonlinear Base Isolation System with LRB and EIMD for Building Structures 