Construction of Uniaxial Interaction Diagram for Slender Reinforced Concrete Column Based on Nonlinear Finite Element Analysis

<div>Comparison of axial load-moment interaction diagram based on slenderness ratio. (a) For square column with <i>ρ</i> = 0.01223. (b) For square column with <i>ρ</i> = 0.01664.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Construction of Uniaxial Interaction Diagram for Slender Reinforced Concrete Column Based on Nonlinear Finite Element Analysis 