Research Article
Eccentric Compression Performance of Core-Steel Tube with T-Shaped Steel Reinforced Concrete Column
Figure 15
Influence of various parameters on Nu–Mu interaction curves: (a) fcu; (b) fys; (c) αs; (d) fcu; (e) fys; (f) αs.
| (a) |
| (b) |
| (c) |
| (d) |
| (e) |
| (f) |