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International Journal of Concrete Structures and Materials

Table 2 Results of regression analyses.

From: Comparison of Different Numerical Models of RC Elements for Predicting the Seismic Performance of Structures

Column deformation

Column type

Coefficients

C 0

C 1

C 2

C 3

C 4

θ bb (17)

Rectangular-reinforced

0.019

1.650

1.797

0.012

0.072

Spiral-reinforced

0.006

7.190

3.129

0.651

0.227

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