[Retracted] Study on Seismic Performance of Recycled Steel Fibers Locally Reinforced Cruciform Concrete Frame Beam-Column Joint

Table 3

Test results.

No.	Cracking load (kN)	Cracking displacement (mm)	Yield load (kN)	Yield displacement (mm)	Ultimate load (kN)	Ultimate displacement (mm)	Failure mode
SJ-1	78.14	10	84.75	16.18	97.68	21.94	Shear and bending failure
SJ-2	79.78	13	85.59	17.82	96.71	25.59	Shear and bending failure
SJ-3	81.26	15	88.24	18.31	98.67	25.73	Shear failure
SJ-4	84.49	18	95.68	19.23	100.87	25.95	Shear failure
SJ-5	79.21	12	85.31	16.68	98.31	22.21	Shear and bending failure