Base-isolator
3.2. Modeling of base-remote structure
An analytical model of the superstructure is required, which can adequately simulate the dynamic behavior during the pseudodynamic examine. For the present case, it is idealized as a three-degrees-of-freedom (DOF) system with one horizontal DOF for each floor. The mass matrix, Ms, is constructed as a diagonal matrix with lumped astound masses, whereas the stiffness matrix, Ks, is estimated on the basis of the modal properties of the fixed base structure as
(2)
Table 5. Modal properties of established base superstructure
All-Inclination Mounts -The 56422 Series is a holder style, where a base mounted configuration is needed. Three models take maximum load ratings of 4.5,
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