Seismic Behavior of Three-Story Prestressed Fabricated Concrete Frame under Dynamic and Low Reversed Cyclic Loading

Table 2

Interlayer drift ratio of the prestressed fabricated concrete frame in different cases.

Peak ground acceleration	Number of layer	Loading direction	Interlayer drift (mm)	Interlayer drift ratio (%)
2 × 34 gal	1	Forward	3.31	0.207
		Reverse	4.35	0.272
	2	Forward	3.41	0.213
		Reverse	3.63	0.227
	3	Forward	3.14	0.181
		Reverse	3.44	0.215
3 × 34 gal	1	Forward	3.32	0.207
		Reverse	3.63	0.227
	2	Forward	3.03	0.189
		Reverse	3.48	0.217
	3	Forward	3.12	0.195
		Reverse	3.76	0.235
6 × 34 gal	1	Forward	9.56	0.599
		Reverse	10.62	0.662
	2	Forward	10.65	0.667
		Reverse	11.69	0.730
	3	Forward	8.29	0.518
		Reverse	10.81	0.676