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

<div>Prefabricated reinforced concrete-Y shaped eccentrically steel brace structure: (a) PRC-Y-ESBS; (b) PCB-SLCC.</div>

Advances in Civil Engineering

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Figure 1

Figure 1: Seismic Performance Evaluation of Precast Concrete Beam-to-Shear Link Composite Connection with Bending Moment and Shear Force Separate Method 

Figure 1 | Seismic Performance Evaluation of Precast Concrete Beam-to-Shear Link Composite Connection with Bending Moment and Shear Force Separate Method 