Experimental and Numerical Investigation of Concrete-Filled Double-Skin Steel Tubular Column for Steel Beam Joints

Figure 3

Details of the beam, column, and construction plates. (a) Beam. (b) Column. (c) Horizontal end plate. (d) Stiffening type. (e) Nonstiffening type. (f) Vertical plate.

(a)

(b)

(c)

(d)

(e)

(f)