摘要
在试验与理论研究的基础上 ,对 2 4栋异型柱框 桁架结构与异型柱框架结构抗震性能进行了对比研究 ,讨论了不同框 桁架选型对异型柱框 桁架刚度及地震反应的影响 。
On the basis of experimental research and theoretic analysis,the aseismic behaviour of 24 structures of frame and frame truss with special shaped columns is compared.The effects of frame truss with different special shaped columns on lateral stiffness and reaction of earthquake are discussed.Some advices for engineering design are suggested.
出处
《建筑结构》
CSCD
北大核心
2002年第5期44-46,43,共4页
Building Structure
关键词
异型柱
框-桁架结构
抗震性能
混凝土
R.C.frame truss
special shaped columns
earthquake resistant behaviour
