摘要
本文介绍了５个钢管混凝土框架梁柱刚性抗震节点的试验结果，其中２个试件采用钢梁，３个试件采用钢筋混凝土梁．试验结果表明，钢管混凝土框架梁柱刚性抗震节点有很好的抗震性能，能够保证钢管混凝土框架在地震区推广应用．同时，提出了钢管混凝土框架梁柱刚性节点抗震设计要点和合理的设计建议，可供设计时参考．
The experimtal results on five rigid aseismatic beam-column joints of concrete filled steel tubular frame are introduced in this paper, of which two are constructed with steel beams, three are constructed with reinforced concrete steel beams. It's shown from the test results that the rigid aseismatic beam-column joints are featured with excellent quake-resisting property, which can promote the widespreading application of the concrete filled steel tubular fare in earthquake area. By summarizing the experimental research and experience, the authors put forward the main designing points on rigid aseismatic beam-column joints of concretefilled steel tubular fare and propose some rational designing advias for the references in the designing.
出处
《工业建筑》
CSCD
北大核心
1994年第2期8-15,共8页
Industrial Construction
基金
国家重点科技攻关项目
