Since high-rise buildings require satisfaction of building drift limit due to lateral loads, steel plate shear wall system appears to resist the lateral loads instead of reinforced concrete wall system. But, there is lack of research and understanding of steel plate shear wall system so that no real building of such system exists in Korea. In this study, Standard SPSW system based on the coupling beam connections in parallel with the structure of the steel plate shear walls in a study to assess the performance analysis includes information. For this purpose, a coupled steel plate shear walls with various parameters it is verified by analysis.