组合套管式新型防屈曲耗能支撑试验研究及工程应用
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(上海维固建筑结构设计有限公司,上海 200235)[摘要]针对传统防屈曲耗能支撑在应用上的缺点,设计了一种新型防屈曲耗能支撑。该支撑采用型钢组合套管,有自重小、易加工、制作周期短、质量容易保证等优点。对该支撑进行了反复拉压试验研究,试验滞回曲线饱满,相对变形达到1/30时无破坏迹象,表明该支撑具有良好的耗能能力和稳定的工作性能,适合在工程实践中应用。[关键词]防屈曲耗能支撑;滞回曲线;结构加固Experimental study and application of a new-type buckling restrained brace with combined section steel as sleeveXu Jidong, Ji Xiaoping, Huang Kunyao, Li Jing, Liu Zhuo(Shanghai WEGO Building Structure Design Co., Ltd., Shanghai 200235, China)Abstract:A new type of buckling restrained brace (BRB) is designed against the shortages of traditional BRB in application area. This new brace has many merits such as light self-weight, easy to manufacture, short producing period and reliable quality control for its section-steel thimble combination. The result of reduplicate draw-press circle experiment of this brace shows that, the hysteretic curve is plump and stable, and while the relative distortion reached 1/30, no destruction happens. The result indicates that this brace has good energy-dissipation capability and stable workability, and it is suitable to be applied in construction projects.Keywords:buckling restrained brace; hysteretic curve; structure strengthening作者简介:徐继东,工学硕士,Email:yanfa@wegotech.com.cn。参考文献[1]Recommended Provisions for Buckling-restrained Brace Frames[S]. America Institute of Construction,2001.[2]BLACK C J, MAKRIS N, AIKEN I D. Component testing, seismic evaluation and characterization of buckling-restrained braces[J]. Journal of Structural Engineering, ASCE, 2004, 130(6): 880-894.[3]SABELLIR. Recommended provisions for buckling-restrained braced frames[J]. Engineering Journal AISC, 2004, 41(4): 155-175.[4]CHEN C C,WANGCH, HWANGTC. Buckling strength of buckling inhibited braces[C]//Proceedings, 3rd Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures, Tai-pei Taiwan, 2001: 265-271.[5]周云.防屈曲耗能支撑结构设计与应用[M].北京:中国建筑工业出版社,2007.[6]GB/T228—2002金属材料室温拉伸试验方法[S].北京:中国标准出版社,2002.[7]钱洪涛,褚洪民,邓雪松. 防屈曲支撑的研究与应用进展[J]. 防灾减灾工程学报,2007,27(增刊):225-233.[8]汪家铭,中岛正爱,陆烨(译).屈曲约束支撑体系的应用与研究进展(Ⅰ)[J]. 建筑钢结构进展,2005,7(1):1-12.