Research Article
Construction of Uniaxial Interaction Diagram for Slender Reinforced Concrete Column Based on Nonlinear Finite Element Analysis
Figure 8
Comparison of axial load-moment interaction diagram based on shape of the column. (a) Column with ρ = 0.01223 and λ = 60.6. (b) Column with ρ = 0.01223 and λ = 80.5. (c) Column with ρ = 0.01223 and λ = 100.46.
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