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International Journal of Concrete Structures and Materials

Table 7 Correlation coefficients.

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

Equations

Group

Test

A

B

C

D

ASCE

A

0.65

0.27

0.41

−0.45

B

0.35

0.97

−0.41

0.36

C

0.44

−0.14

0.84

−0.26

D

0.11

3416.00

−0.16

0.91

Kanno

A

0.84

0.10

0.41

−0.30

B

0.50

0.81

−0.37

0.02

C

0.52

−0.26

0.73

−0.12

D

0.12

0.22

−0.11

0.91

M-Kanno

A

0.84

0.47

0.03

−0.28

B

−0.02

0.90

−0.50

0.35

C

0.42

−0.31

0.79

−0.16

D

0.10

0.30

−0.16

0.94

AIJ

A

0.74

0.28

−0.09

0.52

B

−0.16

0.87

−0.35

0.29

C

0.48

−0.28

0.73

−0.46

D

−0.03

0.50

−0.41

0.88

M-AIJ

A

0.59

0.52

−0.43

0.65

B

−0.11

0.91

−0.21

0.32

C

0.54

−1318.00

0.74

−0.39

D

−0.06

0.52

−0.42

0.86

Proposed

A

0.84

0.47

0.03

−0.28

B

0.09

0.98

−0.35

0.40

C

0.25

−0.18

0.80

−0.20

D

0.12

0.41

−0.22

0.97

  1. Bold values in the table show the highest degree of correlation between test results and shear strength equations with respect to connection group depicted in Fig. 4.
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