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

<div>Boundary conditions applied to very short shear link: (a) initial configuration; (b) deformed configuration.</div>

Advances in Civil Engineering

fig3

Figure 3

Figure 3: Seismic Performance Evaluation of Precast Concrete Beam-to-Shear Link Composite Connection with Bending Moment and Shear Force Separate Method 

Figure 3 | Seismic Performance Evaluation of Precast Concrete Beam-to-Shear Link Composite Connection with Bending Moment and Shear Force Separate Method 