Hysteretic Behavior of Specimens of Circular Concrete-Filled CFRP-Steel Tubular Beam-Column

Figure 13

Comparison of simulation results and experimental results of P-Δ curves of specimens. (a) A0 specimen. (b) B0 specimen. (c) C0 specimen. (d) D0 specimen. (e) A1 specimen. (f) B1 specimen. (g) C1 specimen. (h) D1 specimen. (i) A2 specimen. (j) B2 specimen. (k) C2 specimen. (l) D2 specimen.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)

(k)

(l)