摘要
预应力混凝土框架结构是一种常见的建筑结构形式 ,它与钢筋混凝土框架结构的抗震性能存在一定的差异。在对预应力混凝土框架结构的特点进行了一定的简化的基础上 ,采用静力弹塑性分析方法对预应力混凝土框架结构在罕遇地震下的抗震延性进行了分析研究 。
Prestressed concrete frame is a kind of common structure form, and there are some differences between it and reinforced concrete frame. Basing on some simplifications for the characteristics of prestressed concrete frame, the seismic ductility of prestressed concrete frame under major earthquakes is studied by push-over analysis. Some proposals for design are given herein.
出处
《工业建筑》
CSCD
北大核心
2002年第6期36-38,共3页
Industrial Construction
基金
江苏省自然科学基金 (BK2 0 0 1-0 11)资助
