Elastoplastic Analysis of Shear Behavior of Multicell Shaped Concrete-Filled Steel Tubular Connection Based on Unified Theory

Figure 3

Geometry of column section: (a) +J1 and +J2, (b) +J3, (c) TJ1, (d) LJ1, (e) +J4, (f) TJ2, (g) LJ2, and (h)+J5.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)