Seismic Performance Evaluation of Precast Concrete Beam-to-Shear Link Composite Connection with Bending Moment and Shear Force Separate Method

Figure 12

von Mises stress nephogram of shear connectors: (a) linear type; (b) cross type; (c) cross bilinear type (CB type); (d) channel type.

(a)

(b)

(c)

(d)