Seismic Design Theory Based on Energy Dissipation Damage of Frame Structure and Its Application

摘要

At present, to the frame structure, performance-based or assessment theory is a direct displacement-based seismic design method, not a position to indicate structural damage caused as a result of the earthquake; Because of this, the article presents a seismic performance analysis method directly based on energy dissipation damage, and proposes a new energy dissipation damage factor calculation approach. This method comprehensively considers the influence of the displacement and the energy, including directly displacement-based seismic design method. Finally, a application design example is given for further explanation of the feasibility of this method.