Research Article
Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load
Figure 8
Comparisons of N-Δ curves of STHCCs with different parameters. (a) e. (b) fcuk. (c) t1. (d) d/hw.
| (a) |
| (b) |
| (c) |
| (d) |