首页 | 本学科首页   官方微博 | 高级检索  
     检索      

外伸端板螺栓连接节点的强度和刚度研究
引用本文:徐凌,徐亮,高松.外伸端板螺栓连接节点的强度和刚度研究[J].地震工程与工程振动,2006,26(2):88-91.
作者姓名:徐凌  徐亮  高松
作者单位:东北大学,资源与土木工程学院,辽宁,沈阳,110006;鞍山科技大学,土木与交通工程学院,辽宁,鞍山,114044;辽宁鞍特彩板钢结构有限公司,辽宁,鞍山,114011;鞍山科技大学,土木与交通工程学院,辽宁,鞍山,114044
基金项目:沈阳市科委项目(1032045-3-1-3)
摘    要:介绍了多层钢框架外伸端板连接半刚性节点在荷载作用下的试验过程和破坏结果,并根据试验结果,分析三种不同连接类型的强度和刚度特性及影响因素,对外伸端板厚度的计算方法和增强外伸端板连接半刚性节点刚度的构造措施进行了探讨并提出建议。

关 键 词:外伸端板  半刚性节点  强度  刚度
文章编号:1000-1301(2006)02-0088-04
收稿时间:2005-11-13
修稿时间:2005-11-132006-01-15

Research on strength and stiffness of the nodes connected with overhanging end plate
Xu Ling,Xu Liang,Gao Song.Research on strength and stiffness of the nodes connected with overhanging end plate[J].Earthquake Engineering and Engineering Vibration,2006,26(2):88-91.
Authors:Xu Ling  Xu Liang  Gao Song
Institution:1. School of Resources and Civil Engineering, Northeastern University, Shenyang 110006, China ; 2. Institute of Civil and Transportation Engineering, Anshan University of Science and Technology, Anshan 114044, China; 3. AnTe Color Plate and Steel Structure Corp. Ltd, Anshan 114011,China
Abstract:This paper introduces the test process and failure results of the semi-rigid nodes connected with overhanging end plates under the loads in the steel frame.According to the test results,this paper also analyses the strength and stiffness character and the influencing factors of three types of connection forms.And it has some discussions and makes a suggestion on the computing method of the thickness of overhanging end plate and constructional ways to enhance the stiffness of the semi-rigid nodes connected with overhanging end plates.
Keywords:overhanging end plate  semi-rigid nodes  strength  stiffness
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号