Experimental Study on the Shear Performance of Steel-Truss-Reinforced Concrete Beam-Column Joints

Table 5

Feature points of test results.

Specimen number	Loading direction	Yield load: kN	Yield displacement: mm	Ultimate load: kN	Failure displacement: mm
J-1	Positive	176.85	32.29	203.15	89.28
	Negative	−179.92	−33.20	−204.58	−95.59
J-2	Positive	181.67	31.60	210.87	79.85
	Negative	−182.93	−33.37	−208.32	−84.58
J-3	Positive	185.42	33.57	215.04	83.52
	Negative	−187.79	−35.81	−219.89	−86.13
J-4	Positive	174.29	30.56	201.15	75.82
	Negative	−172.04	−30.92	−197.85	−75.28
J-5	Positive	205.71	33.40	227.36	92.14
	Negative	−204.58	−36.49	−228.06	−102.87