Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections

Table 7

Average peak loads.

Specimen no. loading direction		North beam F (kN)	South beam F (kN)	Average (kN)
XJJD	(+)	250.22	222.63	236.43
	(−)	255.55	257.17	256.36
SSJD	(+)	263.91	250.04	256.98
	(−)	288.47	301.00	294.74
SUJD	(+)	279.27	267.66	273.47
	(−)	288.77	307.61	298.19