Luyao Yan

Finite element analysis of mechanical performance of PEC column bundle shear wall structure under unidirectional loading

Corrugated steel plate shear walls are prone to buckling instability, which prevents them from fully utilizing their load-bearing capacity. To address this issue, a new structure called the continuous partially encased concrete column bundle shear wall (PEC-CBSW) has been developed. This is achieved by pouring concrete...