Experimental Study on Cumulative Damage Behavior of Steel-Reinforced Concrete Columns

Figure 4

Hysteresis curves of horizontal load and displacement angle (P − θ) of specimens. (a) SRC1. (b) SRC2. (c) SRC3. (d) SRC4. (e) SRC5. (f) SRC6. (g) SRC1-2. (h) SRC4-2.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)