Axial Cyclic Testing of Concrete-Filled Steel Tube Columns in Diagrid Structures

Figure 6

Cyclic axial load versus longitudinal deformation curves for specimens. (a) HST-1; (b) CFST-2; (c) CFST-3; (d) CFST-4; (e) CFST-5; (f) CFST-6; (g) CFST-7; (h) HST-8; (i) CFST-9; (j) CFST-10.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)