Seismic Performance of RC Beam-Column Connections with Continuous Rectangular Spiral Transverse Reinforcements for Low Ductility Classes

Table 1

Reinforcement details of specimens.

Specimen class	Beam reinforcement						Column reinforcement
	(%)	(%)	(%)	(%)	(deg)	(deg)	(%)
DCL-CONVEN	0.359	0.359	0.108	—	—	—	1.41	4.349
DCL-SINGLE	0.359	0.359	—	0.117	68	112	1.41	4.349
DCL-DOUBLE	0.359	0.359	—	0.139	51	129	1.41	4.349