ABSTRACT
With the emergence and development of residential steel structures, the research on the influence of infilled wall-steel frame structures on seismic performance has been deepened continuously. This paper systematically expounds the experimental research, the establishment of a simplified calculation model, and the finite element analysis method on the seismic performance of steel frame structures with infilled walls. The key technical problems of seismic performance of steel frame structure with the infilled wall are studied, and the future research direction is proposed. Results show that the infill wall and steel frame can work together to improve seismic performance effectively. The seismic performance enhancement effect and the failure mode of the wall vary with the design.
