Shear Bearing Capacity of Framework Joints of Steel-Reinforced Concrete-Filled Circular Steel Tube

Figure 8

Comparison on load-displacement hysteretic loops between FEA results and experiment results. (a) Specimen A1. (b) Specimen A2. (c) Specimen B1. (d) Specimen B2. (e) Specimen C1. (f) Specimen C2.

(a)

(b)

(c)

(d)

(e)

(f)