Research Article
Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load
Figure 9
Comparisons of N-Δ curves of STHCCs with different parameters. (a) λ. (b) t2. (c) s/hw. (d) fy.
| (a) |
| (b) |
| (c) |
| (d) |