Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load

Figure 4

Comparisons for N-Δ curves between simulation and test results. (a) GZ-1. (b) GZ-2. (c) GZ-3. (d) GZ-4. (e) SC40-150-0.2. (f) SC40-180-0.2. (g) SC40-200-0.2. (h) SC50-150-0.2. (i) SC50-180-0.2. (j) SC50-200-0.2. (k) SC40-150-0.4. (l) SC40-180-0.4. (m) SC50-150-0.4. (n) SC50-180-0.4. (o) SC50-200-0.4.

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