Shaking Table Test Study on Seismic Performance of Hollow Rectangular Piers

Table 5

Loading conditions.

Condition number	Peak value of input ground motion wave (g)	Input ground motion wave
1	0.035	White noise
2	0.25	El Centro wave
3		Taft wave
4		Artificial Lanzhou wave
5	0.035	White noise
6	0.5	El Centro wave
7		Taft wave
8		Artificial Lanzhou wave
9	0.035	White noise
10	0.75	El Centro wave
11		Taft wave
12		Artificial Lanzhou wave
13	0.035	White noise
14	1.0	El Centro wave
15		Taft wave
16		Artificial Lanzhou wave
17	0.035	White noise
18	1.2	El Centro wave
19		Taft wave
20		Artificial Lanzhou wave
21	0.035	White noise