Review on Self-centering Energy Dissipative Steel Frame Joints Between Beam to Column

To solve the problems of insufficient energy dissipative stability, complex application processes, low deformation ability, low safety reserve and low cost-effectiveness of additional self-centering components in self-centering energy dissipative steel frame joint between beam to column, poor applicability of performance-based design methods of self-centering energy dissipative steel frame structure, existing researches were reviewed and analyzed in several aspects, including the selection of types of additional self-centering and energy dissipative components, the construction of their connections with steel frames, and the performance-based design of the overall structure in which these types of joints are located. The shortcomings of existing researches are clarified, and the key issues of self-centering energy dissipative steel frame joint between beam to column, which need to be further investigated, are addressed.