Research Article
Shear Bearing Capacity of Framework Joints of Steel-Reinforced Concrete-Filled Circular Steel Tube
Figure 9
Comparison on load-displacement skeleton curves between FEA results and experiment results. (a) Specimen A1. (b) Specimen A2. (c) Specimen B1. (d) Specimen B2. (e) Specimen C1. (f) Specimen C2.
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