Sequential Ground Motion Effects on the Behavior of a Base-Isolated RCC Building

Table 5

Maximum isolator displacements of the base-isolated RCC.

Ground motion number		Maximum isolator displacement (m)
		Mainshock	Seismic sequence
(1)	1.219	0.022	0.048
(2)	1.039	0.060	0.060
(3)	0.523	0.048	0.048
(4)	0.430	0.022	0.022
(5)	1.215	0.022	0.024
(6)	1.845	0.025	0.038
(7)	0.974	0.010	0.010
(8)	0.888	0.014	0.014
(9)	0.934	0.048	0.118
(10)	0.923	0.036	0.064
(11)	1.078	0.027	0.054
(12)	1.811	0.020	0.043
(13)	0.883	0.025	0.025
(14)	1.318	0.019	0.019
(15)	1.341	0.144	0.144
(16)	0.938	0.107	0.189
(17)	0.667	0.135	0.155
(18)	0.577	0.039	0.039
(19)	1.285	0.015	0.015
(20)	0.763	0.008	0.008
Average	1.033	0.042	0.057