The rapid economic growth of China has driven the development of infrastructure construction. At the same time, urgent issues, such as resource consumption, environmental pollution, structural safety, and service life, require structural engineers to pursue the application of high-performance structures (Tao et al. 2017). In high-rise buildings, shear walls are widely used. In long-term practical applications, various types of shear walls have emerged to meet the performance requirements of structural design. This thesis introduces a type of high-performance steel plate concrete composite wall, namely the concrete-infilled double steel corrugated-plate wall (CDSCW) (Guo et al. 2017). CDSCWs can meet the requirements of industrial production and high load-carrying performance, which conform to the direction of high-quality development in the construction industry. In this thesis, the load-carrying mechanism of CDSCWs with T-section (T-CDSCWs) will be studied, and the design method will be proposed to provide the basis for the engineering application.