Seismic Resistance Properties of Improved Dry-Type Beam-Column Joint: An Experimental Research

Table 3

Analysis table of ductility factor (unit: mm).

Type	Direction of action	Yield displacement	Limit displacement	Ductility factor
P1	Pull	24.48	78.47	3.21	3.05
	Press	29.07	83.68	2.88
P2	Pull	48.20	95.30	1.97	2.17
	Press	46.90	110.90	2.36