Research Article
Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load
Figure 11
Comparisons of N/Nu-M/Mu curves of STHCCs with different parameters. (a) fcuk. (b) t2. (c) s/hw. (d) fy.
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| (b) |
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