International Journal of Concrete Structures and Materials

Table 6 Factor analysis results.

From: Development of a Shear Strength Equation for Beam–Column Connections in Reinforced Concrete and Steel Composite Systems

Test or equations	Group	Factor
Test or equations	Group	1	2	3	4	5
Test	A	0.17	0.00	0.20	0.96	−0.05
	B	0.28	0.93	−0.04	0.21	0.03
	C	−0.24	−0.11	0.92	−0.21	0.14
	D	0.95	0.16	−0.21	−0.14	0.11
ASCE	A	−0.26	0.26	0.63	0.61	−0.21
	B	0.25	0.87	−0.17	0.38	0.04
	C	0.00	−0.17	0.95	0.26	0.01
	D	0.86	0.17	−0.02	−0.02	0.48
Kanno	A	−0.09	−0.03	0.59	0.78	0.17
	B	−0.06	0.76	−0.20	0.55	−0.22
	C	0.16	−0.37	0.85	0.33	0.04
	D	0.99	−0.04	0.12	−0.07	−0.01
M-Kanno	A	−0.20	0.37	0.21	0.88	0.11
	B	0.15	0.90	−0.38	0.02	−0.13
	C	0.12	−0.39	0.88	0.23	0.07
	D	0.99	0.04	0.07	−0.08	0.03
AIJ	A	0.29	0.36	−0.20	−0.75	0.41
	B	0.06	0.92	−0.28	−0.09	0.22
	C	−0.26	−0.30	0.73	0.41	0.38
	D	0.86	0.31	−0.16	−0.15	−0.32
M-AIJ	A	0.74	0.23	−0.08	0.48	−0.40
	B	0.13	0.96	−0.12	−0.13	−0.07
	C	−0.12	−0.16	0.88	0.42	−0.01
	D	0.83	0.35	−0.18	−0.17	−0.35
Proposed	A	−0.20	0.37	0.21	0.88	0.11
	B	0.24	0.95	−0.19	0.09	0.00
	C	0.07	−0.18	0.92	0.03	−0.34
	D	0.99	0.14	0.01	−0.04	0.08

Bold values in the table show the highest degree of correlation for each factor with connection group depicted in Fig. 4.

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