防屈曲支撑在结构设计中的若干参数匹配问题讨论

吴克川,陶忠,余文正,兰香,张龙飞

振动与冲击 ›› 2021, Vol. 40 ›› Issue (14) : 117-124.

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振动与冲击 ›› 2021, Vol. 40 ›› Issue (14) : 117-124.
论文

防屈曲支撑在结构设计中的若干参数匹配问题讨论

  • 吴克川1,陶忠2,余文正1,兰香1,张龙飞1
作者信息 +

Discussion on the parameters matching of a buckling restrained brace in structural design

  • WU Kechuan1,TAO Zhong2,YU Wenzheng1,LAN Xiang1,ZHANG Longfei1
Author information +
文章历史 +

摘要

针对防屈曲支撑(BRB)在结构设计中的参数匹配问题展开研究,通过参数匹配系数Qm建立BRB等效参数与实际参数间的关系,分析BRB屈服荷载与等效刚度间的合理匹配以及屈服位移与支撑长度间的合理匹配,并基于分析结果给出合理匹配参数取值范围,推导BRB参数与主体结构参数关系式,建立BRB先于主体框架屈服条件,讨论BRB在特定水准地震作用下屈服耗能及罕遇地震作用下变形控制问题,给出不同结构体系中BRB耗能及大震安全保证条件,并建立BRB产品参数设计流程,通过算例分析验证所提出参数控制建议的有效性。分析结果表明,按该研究的参数设计流程设计得到的BRB实现了既定的性能目标,并能顺利完成产品设计。研究结论为BRB产品参数的合理控制及在结构中的合理应用提供理论参考。

Abstract

The issue of parameters matching of a buckling restrained brace(BRB) in structural design was studied.The relationship between BRB equivalent parameters and actual parameters was established by introducing a coefficient Qm.The reasonable matching relationship between the yield capacity and the equivalent rigidity of BRB, as well as the matching relationship between the yield deformation and the length of BRB were analyzed.Based on the analysis results, the reasonable value ranges of parameters were proposed to derive the relationship between the BRB and the main frame, and the conditions for BRB to yield preceding the main frame were presented.In addition, the BRB’s yield energy consumption under specific earthquake level and the deformation control under rare earthquake were discussed.Then the guarantee conditions for the energy consumption and the safety of BRB in different structural systems were provided.The design process of BRB products was established and the validity of the proposed parameter control was verified through examples analysis.The analysis results show that the BRB designed according to the proposed design process can achieve successfully all the performance objectives.The results provide a theoretical reference for the rational control of BRB product parameters and the application of BRB to structures in practical engineering.:

关键词

防屈曲支撑(BRB) / 耗能减震 / 等效参数 / 屈服位移

Key words

buckling restrained brace(BRB) / energy dissipation / equivalent parameter / yield displacement

引用本文

导出引用
吴克川,陶忠,余文正,兰香,张龙飞. 防屈曲支撑在结构设计中的若干参数匹配问题讨论[J]. 振动与冲击, 2021, 40(14): 117-124
WU Kechuan,TAO Zhong,YU Wenzheng,LAN Xiang,ZHANG Longfei. Discussion on the parameters matching of a buckling restrained brace in structural design[J]. Journal of Vibration and Shock, 2021, 40(14): 117-124

参考文献

[1]郭彦林, 童精中, 周鹏.防屈曲支撑的型式、设计理论与应用研究进展[J].工程力学, 2016,33(9): 1-14.
GUO Yanlin, TONG Jingzhong, ZHOU Peng.Research progress of buckling restrained braces: types, design methods and applications[J].Engineering Mechanics, 2016,33(9): 1-14.
[2]孙治国, 华承俊, 石岩, 等.利用BRB实现桥梁排架基于保险丝理念的抗震设计[J].振动与冲击, 2015,34(22): 199-205.
SUN Zhiguo, HUA Chengjun, SHI Yan, et al.Seismic design of bridge bents with BRB as a structural fuse[J].Journal of Vibration and Shock, 2015,34(22): 199-205.
[3]WATANABE A, HITOMI Y, YAEKI E, et al.Properties of brace encased in buckling-restraining concrete and steel tube[C]//Proceedings of the 9th World Conference on Earthquake Engineering.Tokyo-Kyoto: WCEE, 1988.
[4]李国强, 孙飞飞, 张杨.屈曲约束支撑的应用分类标准与性能标准[J].土木建筑与环境工程, 2010,33(增刊2): 391-396.
LI Guoqiang, SUN Feifei, ZHANG Yang.Application classification standard and performance standard of buckling restrained brace[J].Journal of Civil,Architectural and Environmental Engineering, 2010,33(Sup 2): 391-396.
[5]高承勇, 安东亚.耗能型屈曲约束支撑在结构设计中的合理应用与参数控制[J].建筑结构学报, 2016,37(6): 69-77.
GAO Chengyong, AN Dongya.Application and parameter controlling for dissipative BRB in structural design[J].Journal of Building Structure, 2016,37(6): 69-77.
[6]TSAI K C, WU A C, WEI C Y, et al.Welded end-slot connection and debonding layers for buckling restrained braces[J].Earthquake Engineering & Structural Dynamics, 2014,43(12): 1785-1807.
[7]CHUANG M C, TSAI K C, LIN P C, et al.Critical limit states in seismic buckling-restrained brace and connection designs[J].Earthquake Engineering & Structural Dynamics, 2015,44(10): 1559-1579.
[8]建筑消能减震技术规程: JGJ 297—2013[S].北京: 中国建筑工业出版社, 2013.
[9]上海蓝科建筑减震科技股份有限公司.金属减震设计手册:第6版[M].上海:上海蓝科建筑减震科技股份有限公司, 2014.
[10]程光煜, 叶列平, 崔鸿超.防屈曲耗能钢支撑设计方法的研究[J].建筑结构学报, 2008,29(1): 40-48.
CHENG Guangyu, YE Lieping, CUI Hongchao.Study on the design method of buckling-restrained brace[J].Journal of Building Structure, 2008,29(1): 40-48.
[11]蔡克铨, 黄彦智, 翁崇兴.双管式挫屈束制(屈曲约束)支撑之耐震行为与应用[J].建筑钢结构进展, 2005,7(3): 1-8.
CAI Kequan, HUANG Yanzhi, WONG Chongxing.Seismic performance and applications of double-tube buckling-restrained braces[J].Progress in Steel Building Structures, 2005,7(3): 1-8.
[12]FAHNESTOCK L A, SAUSE R, RICLES J M, et al.Ductility demands on buckling-restrained braced frames under earthquake loading[J].Earthquake Engineering and Engineering Vibration, 2003,2(2): 255-268.
[13]FEMA.Prestandard and commmentary for the seismic rehabilitation of buildings: FEMA450[R].Washington, D.C.: Federal Emergency Management Agency, 2000.

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