Research Article
Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load
Figure 6
Comparisons of N-Δ curves of STHCCs with different parameters. (a) e. (b) λ. (c) d/hw.
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| (b) |
| (c) |