Seismic Response Analysis of Fully Base-Isolated Adjacent Buildings with Segregated Foundations

Table 4

Relative displacement of the shorter FFB and FBI buildings under considered motions.

Earthquake	FFB shorter building disp. (cm)		FBI shorter building disp. (cm)		Reduction (%)
	Pos.	Neg.	Pos.	Neg.	Pos.	Neg.
Cape	2.6	−2.5	1.1	−0.8	58	68
LACC-N	10.5	−7.9	1.7	−2.2	84	72
S-Monica	6.6	−5.8	1	−1.9	85	67
El-Centro	7.1	−5.7	1.8	−1.3	75	77
Ave.					75.5	71