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Table 1 Specifications of columns.

From: Evaluation of Mechanical Characteristics of High-Strength Reinforced Concrete Columns with Hexagonal Chicken Wire Mesh Under Cyclic Loading

Specimen f’c
[MPa]
\(\frac{{\text{P}}}{{{\text{f}}_{{\text{c}}}^{^{\prime}} {\text{A}}_{{\text{g}}} }}\) Longitudinal Reinforcements Lateral ties HCWM
Bars \({\text{f}}_{y}\)
[MPa]
ρ
[%]
Bars fyt
[MPa]
S
[mm]
Mesh size
[mm]
ODN 82 0.178 8ϕ14 510 3.08 2ϕ8 505 150
OD2 82 0.188 8ϕ14 510 3.08 2ϕ8 505 150 25
OD4 82 0.178 8ϕ14 510 3.08 2ϕ8 505 150 40
IDN 81 0.189 8ϕ14 510 3.08 2ϕ8 505 100
ID2 81 0.186 8ϕ14 510 3.08 2ϕ8 505 100 25
ID4 81 0.179 8ϕ14 510 3.08 2ϕ8 505 100 40
SDN 75 0.180 8ϕ14 510 3.08 3ϕ8 505 50
SD4 75 0.182 8ϕ14 510 3.08 3ϕ8 505 50 40