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

Table 9

Maximum displacement and displacement angle of the roof of the prototype building.

Seismic intensity	Test condition	Seismic wave	Displacement of vertex (m)	Displacement angle of vertex
Frequent 6	Condition 2	El Centro wave-Y direction	0.016	1/4654
	Condition 3	Taft wave-Y direction	0.010	1/7670
	Condition 4	Artificial seismic wave-Y direction	0.008	1/9848
Moderate 6	Condition 6	El Centro wave-Y direction	0.043	1/1573
	Condition 7	Taft wave-Y direction	0.026	1/2642
	Condition 8	Artificial seismic wave-Y direction	0.023	1/2932
Rare 6	Condition 10	El Centro wave-Y direction	0.060	1/953
	Condition 11	Taft wave-Y direction	0.048	1/1196
	Condition 12	Artificial seismic wave-Y direction	0.052	1/1110
Rare 7	Condition 14	El Centro wave-Y direction	0.139	1/456
	Condition 15	Taft wave-Y direction	0.144	1/439