Research Article
Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load
Figure 7
Comparisons of N-Δ curves of STHCCs with different parameters. (a) fcuk. (b) t1. (c) t2. (d) s/hw. (e) fy.
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| (b) |
| (c) |
| (d) |
| (e) |