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

Figure 14

Comparison of simulation results and experimental results of P-Δ skeleton 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.

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