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

Table 7

Ductility factor.

Specimen	Yield displacement (mm)		Ultimate displacement (mm)		Displacement ductility factor (no unit)		Average displacement ductility factor (no unit)
	Positive direction	Negative direction	Positive direction	Negative direction	Positive direction	Negative direction
Type 1	15.32	11.94	40.52	40	2.64	3.35	3.00
Type 2	12.22	10.64	43.25	45	3.54	4.23	3.88
Type 3	11.14	10.41	45	45	4.04	4.32	4.18