Experimental Study on the Seismic Performance of Insulated Single-Sided Composite Shear Walls under Different Shear Spans and Axial Compression Ratios

Figure 3

Dimensions and steel reinforcement layout of specimens: (a) SW1-1∼2, (b) SW1-3, (c) W1, (d) SW2-1∼2, (e) SW2-3, and (f) W2.

(a)

(b)

(c)

(d)

(e)

(f)