Research Article
Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load
Figure 10
Comparisons of N/Nu-M/Mu curves of STHCCs with different parameters. (a) λ. (b) t1. (c) d/hw.
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| (b) |
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