Research Article
Eccentric Compression Performance of Core-Steel Tube with T-Shaped Steel Reinforced Concrete Column
Figure 11
Strain distribution of steel and concrete along the height of the mid-span point section: (a) e/B = 0.2; (b) e/B = 0.5; (c) e/B = 0.8.
(a) |
(b) |
(c) |