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Table 8 Comparison of the ultimate bending moment through the method in the code and test result.

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

Specimen

Tube 1

Tube 2

Tube 3

Tube 4

Calculation method (kN m)

141

170

212

206

Test result (kN m)

181.4

206.9

245.0

228.4

D-value (%)

22

17.5

13.5

9.8