Earthquake Protection of Existing Structures with Limited Seismic Joint: Base Isolation with Supplemental Damping versus Rotational Inertia

Table 1

Filter parameters depending on soil conditions (Der Kiureghian and Neuenhofer [37]).

Soil type	(rad/s)		(rad/s)
Firm	15.0	0.6	1.5	0.6
Medium	10.0	0.4	1.0	0.6
Soft	5.0	0.2	0.5	0.6