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防屈曲支撑节点连接设计的研究
引用本文:刘丹卉,王永贵,高向宇.防屈曲支撑节点连接设计的研究[J].山西建筑,2008,34(24).
作者姓名:刘丹卉  王永贵  高向宇
作者单位:北京工业大学建筑工程学院,北京,100124
摘    要:为了改善传统支撑结构受压屈曲破坏的缺点,研究出一种新型的不易屈曲的支撑构件--防屈曲支撑,介绍了防屈曲支撑的组成及性能特点,探讨了防屈曲支撑节点设计的内容及其设计原则,以供参考借鉴.

关 键 词:节点  防屈曲支撑  特点  框架结构

Study on buckling-restrained brace joint connection design
LIU Dan-hui,WANG Yong-gui,GAO Xiang-yu.Study on buckling-restrained brace joint connection design[J].Shanxi Architecture,2008,34(24).
Authors:LIU Dan-hui  WANG Yong-gui  GAO Xiang-yu
Affiliation:LIU Dan-hui WANG Yong-gui GAO Xiang-yu
Abstract:To improve shortcoming of traditional sustain structure compression buckling destruction,a new no-flexion sustain component-buckling-restrained brace was studied,the composition and performance characteristics of buckling-restrained brace were introduced,the content and its design principle of buckling-restrained brace joint connection design were discussed,in order to provide references for similar works.
Keywords:joint  buckling-restrained brace  characteristic  frame structure
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