Research Article
Response of RPC-Filled Circular Steel Tube Columns under Monotonic and Cyclic Axial Loading
Figure 8
Lateral deformation coefficient of concrete for different strengths and different load levels. (a) σ = 0.2fc. (b) σ = 0.6fc. (c) σ = 0.8fc. (d) σ = fc.
| (a) |
| (b) |
| (c) |
| (d) |