Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall

Figure 3

Vertical strain of BLC-C1-T3. (a) Gauge strain of no. 61. (b) Gauge strain of no. 48. (c) Gauge strain of no. 46. (d) Gauge strain of no. 19. (e) Gauge strain of no. 62. (f) Gauge strain of no. 47. (g) Gauge strain of no. 45. (h) Gauge strain of No. 29.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)