摘要
在试验研究基础上，对提高钢筋混凝土异形柱框架结构抗震性能的若干措施进行了探讨，包括带暗柱 异形柱的应用、底部矩形柱上部异形柱的应用以及限制轴压比的措施，提出了具体的抗震设计建议。
On the basis of experiment, some construction measures of seismic design for improving seismic behavior of R.C. frame structure with specia1-shape columns were studied. These measures include how to use special-shape columns with concealed co1umns, how to use special-shape col- umns in frame structure which have rectangle columns in its foot floors, and how to limit axial pres- sure ratio.
出处
《世界地震工程》
CSCD
2002年第1期62-65,共4页
World Earthquake Engineering
基金
国家"九五"重大攻关项目子专题(95920010301)
