Seismic Design Theory Based on Energy Dissipation Damage of Frame Structure and Its Application
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.
Energy Damage Frame structure Performance-based Pushover analysis Dynamic time history analysis Seismic evaluation
Kai Zhu Aiqun Li Yanhe Li
College of Civil Engineering, Southeast University, Nanjing 210096, China Center of Construction Project Inspection, Assessment and strengthening, Nanjing University of Indus
国际会议
南京
英文
1110-1115
2007-10-16（万方平台首次上网日期，不代表论文的发表时间）