Research Article
Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load
Figure 17
Effects of different parameters on φ. (a) t1 and t2. (b) λ and e. (c) fcuk and fy. (d) d/hw and s/hw.
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| (b) |
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