Fuzzy Control for Seismic Protection of Semiactive Base-Isolated Structures Subjected to Near-Fault Earthquakes

Table 8

Average ofinput energy and structure responses subjected to near-fault earthquakes.

Site classification	Input energy (kN⋅m)	Base shear (kN)	Base displacement of RMS (m)	Structure acceleration of RMS (g)
Hard soil	24375	47.5	0.047	0.432
Medium soil	26746	49.8	0.054	0.476
Soft soil	27857	56.8	0.059	0.531