摘要
PUSHOVER分析可以得到罕遇水平地震作用下结构的耗能机制和位移延性 ,结构在罕遇地震下需要的位移量可以通过能量原理计算得到 。
The energy dissipation mechanism and the displacement ductility of structures under the major earthquakes can be concluded by PUSHOVER analysis,the displacement of structures which is needed under the major earthquakes can be calculated with energy theory,PUSHOVER analysis can be used to evaluate the aseismic capacity of the prestressed concrete frame structures.
出处
《工业建筑》
CSCD
北大核心
2002年第10期10-12,共3页
Industrial Construction
关键词
预应力混凝土
框架结构
抗侧能力
位移延性
prestressed concrete\ frame structures\ resistance capacity under lateral load\ displacement ductility