摘要
设计了两个相同的预应力混凝土大悬臂模型，分别进行竖向和侧向拟静力试验。根据得到的两条力－位移曲线，评价了预应力混凝土大悬臂结构的延性。
Two models of a long prestressed concrete cantilrcver were designed,and twopseudo-atatic tests in two directions were done. Aceording to two force-displacementcurves obtained,the ductility of the long cantilever was valued.
出处
《结构工程师》
1996年第1期15-19,共5页
Structural Engineers
关键词
预应力混凝土
悬臂构件
拟静力试验
prestressed concrete,long cantilever member,pseudo-static test,ductility
