Reverse Cyclic Loading Effect on RCC Wall-Floor Slab-Deep Beam Connection

Table 5

Displacement cycle for the loading of specimen.

SI no	Displacement (mm)	Drift (%)
1	1	0.2
2	2	0.4
3	3	0.6
4	5	1.0
5	7	1.4
6	10	2.0
7	15	3.0
8	20	4.0
9	25	5.0
10	30	6.0
11	35	7.0
12	40	8.0
13	45	9.0