Research Article
Eccentric Compression Performance of Core-Steel Tube with T-Shaped Steel Reinforced Concrete Column
Figure 13
The longitudinal stress (S33) distribution of concrete at the ultimate state: (a) e/B = 0.2; (b) e/B = 0.5; (c) e/B = 0.8.
(a) |
(b) |
(c) |