Seismic design theory based on energy dissipation damage of frame structure and its application

被引:0
|
作者
Zhu, Kai [1 ]
Li, Aiqun [1 ]
Li, Yanhe [2 ]
机构
[1] Southeast Univ, Coll Civil Engn, Nanjing 210096, Jiangsu, Peoples R China
[2] Nanjing Univ Ind Technol, Ctr Construct Project Inspect Assessment & Streng, Nanjing 210009, Jiangsu, Peoples R China
关键词
energy; damage; frame structure; performance-based; pushover analysis; dynamic timehistory analysis; seismic evaluation;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
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.
引用
收藏
页码:1110 / +
页数:2
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