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Table 4 Range of parameters for regression analysis.

From: Ductility Design of Reinforced Very-High Strength Concrete Columns (100–150 MPa) Using Curvature and Energy-Based Ductility Indices

Parameter

Unit

Range

Column size

 B

mm

500–2000

 D

mm

500–2000

\(f_{r}\)

MPa

1–4 MPa

\(\rho_{sl}\)

1–4%

\(f_{c}\)

MPa

100–150 MPa

\(A_{g} /A_{c}\)

0.96–0.99

\(P/A_{g} f_{c}\)

0.1–0.5

\(f_{syl}\)

MPa

250–500

\(f_{syh}\)

MPa

250–800