Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure

Table 13

Comparison of maximum displacements (cm).

Seismic intensity	Seismic wave	20^th floor		41^st floor		56^th floor (top)
		Experimental value	Numerical value	Experimental value	Numerical value	Experimental value	Numerical value
Frequent 6	El Centro	0.15	0.18	0.23	0.25	0.53	0.64
	Taft	0.13	0.14	0.2	0.22	0.32	0.57
	Artificial	0.13	0.16	0.18	0.19	0.25	0.46
Moderate 6	El Centro	0.47	0.51	0.63	0.71	1.44	1.52
	Taft	0.33	0.35	0.55	0.65	0.86	1.23
	Artificial	0.33	0.31	0.59	0.62	0.78	1.01
Rare 6	El Centro	0.85	0.92	1.08	1.12	2.01	2.34
	Taft	0.73	0.80	1.17	1.15	1.6	2.02
	Artificial	0.92	0.88	1.28	1.07	1.73	1.91