Research Article

Investigation on the Effect of Geometric Parameter on Reinforced Concrete Exterior Shear Wall-Slab Connection Using Finite Element Analysis

Figure 10

Effect of aspect ratio (ts/) on ultimate capacity of the joint with different connections. (a) U-type, (b) 90°-type, (c) 135°-type, and (d) 150°-type connection.
(a)
(b)
(c)
(d)