Base-isolator
3.2. Modeling of fake-isolated structure
An analytical model of the superstructure is required, which can adequately simulate the dynamic behavior during the pseudodynamic check. 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 surprise 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 fixed base superstructure









