Corrugated steel plate concrete composite shear wall is a form of steel-concrete composite wall. It provides high bearing capacity and excellent seismic resistance with corrugated design, and has been widely used in recent years. Based on the summary of domestic and foreign literature, the effects of axial compression ratio, shear-span ratio, connectors and steel plate parameters on the seismic performance of the built-in corrugated steel plate concrete composite shear wall are introduced; the mechanism and failure mode of the double-corrugated steel-plate concrete composite shear wall in terms of axial compression ratio, shear-span ratio, connectors, steel plate parameters and built-in concrete materials are emphatically expounded. In addition, the existing problems and unexplored areas in the research field of wallboard are pointed out, in order to provide guidance and reference for future research and design work.