Skip to main content

Table 10 E and h e with different longitudinal reinforcement ratios for Tube2.

From: Experimental and Numerical Researches on the Seismic Behavior of Tubular Reinforced Concrete Columns of Air-Cooling Structures

Longitudinal reinforcement ratio (%)

Yielding stage

Limit stage

S (ABC + CDA) (kN mm)

S (OBE + ODF) (kN mm)

E

h e

S (ABC + CDA) (kN mm)

S (OBE + ODF) (kN mm)

E

h e

ρ = 1.00

181.8989

847.2856

0.2147

0.0342

1486.9411

2975.6128

0.4997

0.0795

ρ = 1.25

274.8453

1158.6722

0.2372

0.0378

2603.9790

4096.8782

0.6356

0.1012

ρ = 1.56

414.7068

1661.2259

0.2496

0.0397

4747.6610

5823.3371

0.8153

0.1298

ρ = 1.87

538.7275

2151.6598

0.2504

0.0398

7278.6079

7564.3521

0.9622

0.1531