Research Article
Construction of Uniaxial Interaction Diagram for Slender Reinforced Concrete Column Based on Nonlinear Finite Element Analysis
Figure 7
Comparison of axial load-moment interaction diagram based on steel ratio. (a) For square column with λ = 60.62. (b) For square column with λ = 80.54. (c) For square column with λ = 100.46.
| (a) |
| (b) |
| (c) |