| Title |
Inelastic Behavior of RC Shear wall and Steel Girder Shear Connection |
| Authors |
Yi Woan-Ho ; Song Han-Beom |
| Keywords |
Hybrid System ; Shear Wall ; Single Plate Shear Connection ; Stud Bolt ; Equivalent Elastic Damping Coefficient |
| Abstract |
Shear wall-frame system is one for the most, if not the most, popular system for resting lateral loads. The core is the primary lateral load-resisting systems, the perimeter frame is designed for gravity loads, and the connection between perimeter frame and cores is generally a shear connection. Specially, single plate shear connection have gained considerable popularity in recent years due to their ease of fabrication and erection. The shear connection performance criteria for shear connections state that shear connections must have sufficient shear strength to transfer the end-shear reaction and enough rotational ductility to accommodate the end-rotation demand of a simply supported beam. The purpose of this study is to evaluate inelastic behavior of single plate shear connection. An experimental program was undertaken to evaluate inelastic behavior of single plate shear connection. The main test variables is the effect of loading distance and edge distance. Through the experimental program, the cyclic behavior of typical single plate shear connection was established. |