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

Figure 18

Stress nephogram of high-strength bolts: (a) PCB-SLCC-1; (b) PCB-SLCC-2; (c) PCB-SLCC-3; (d) PCB-SLCC-4; (e) PCB-SLCC-5.

(a)

(b)

(c)

(d)

(e)