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

International Journal of Concrete Structures and Materials

Table 5 Statistical analysis results.

Statistical parameter	ASCE	Kanno	M-Kanno	AIJ	M-AIJ	Proposed
Min.	0.47	0.68	0.64	0.40	0.37	0.61
Max.	1.16	1.29	1.20	2.51	1.98	1.11
Mean	0.73	0.94	0.90	0.86	0.81	0.88
Std. error of mean	0.02	0.02	0.02	0.05	0.04	0.02
Standard deviation	0.14	0.12	0.12	0.37	0.27	0.11
Variance	0.02	0.01	0.01	0.14	0.07	0.01
Skewness	0.20	0.24	0.39	2.61	2.42	0.32
Kurtosis	0.68	0.90	0.35	9.34	9.04	0.26