摘要
本文对钢筋混凝土普通方箍柱和井字式复合配箍柱进行了反复荷载试验。观察了柱铰的破坏过程，研究了柱铰的滞回特性、延性、抗震耗能性能及其机理。导出了复合配箍柱铰的延性和极限转角的计算公式，并提出了抗震柱铰的有关设计建议。
Reinforced concrete columns with the oudinary and # shaped composite stirrups had been tested under cyclic loading.The failed process of column hinge was observed.This paper studied the hysterestic characteristics,ductility,earthquake-resistant,energy dissipation and its methahism of the column hinge.The formulas to culculate the ductility and limit comer of column hinge with composite stirrups are derived.The suggestion for design on earthquake-resistant column hinge is put forward
出处
《工业建筑》
CSCD
北大核心
1994年第11期16-20,36,共6页
Industrial Construction
关键词
钢筋混凝土
柱铰
配箍
抗震
试验
serthquake-resistant energy dissipation
ductility
column hinge with composite stirrups
seinforced concrete
