异型主框-桁架结构的抗震性能研究
- 摘 要
-
韩丽婷 (南京建筑学院土木系 210009)李 杰 (同济大学土木工程学院 上海 200092)
[提要] 在试验与理论研究的基础上,对24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,提出了可供工程设计参考的建议。
[关键词] 混凝土 框-桁架结构 异型柱 抗震分析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.
Keywords: R.C.frame-truss; special-shaped columns; earthquake resistant behaviour