防屈曲耗能支撑研究与应用的新进展
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摘要
防屈曲耗能支撑是一种性能优良的新型耗能减震构件。本文阐述了防屈曲耗能支撑的构成和基本原理,根据约束构件的不同材料形式,将防屈曲耗能支撑划分为混凝土约束型防屈曲耗能支撑、全钢型防屈曲耗能支撑和装配式防屈曲耗能支撑。分别介绍了防屈曲耗能支撑的类型与性能、防屈曲耗能支撑框架分析与子结构试验,以及防屈曲耗能支撑在工程中的应用情况和标准化。指出了防屈曲耗能支撑研究和推广应用中存在的问题,给出了今后研究与应用的建议。
Buckling-restrained Brace(BRB) is a novel and excellent component for energy dissipation and vibration reduction.In this paper,the construction and theory of BRB were introduced,and BRB was divided into concrete-restrained,all-metallic and assembled types based on restrained materials.The state-of-the-art of each type of the BRB was shown respectively.The types and performance of BRB were presented.The analysis methods of buckling-restrained brace frame(BRBF) and testing methods for substructure of BRBF were summarized.Engineering application and standardization of BRB were recommended.At the end of this paper,the problems with research on and application of BRB were pointed out,and the suggestion for future study on and application of BRB was provided.
Buckling-restrained Brace(BRB) is a novel and excellent component for energy dissipation and vibration reduction.In this paper,the construction and theory of BRB were introduced,and BRB was divided into concrete-restrained,all-metallic and assembled types based on restrained materials.The state-of-the-art of each type of the BRB was shown respectively.The types and performance of BRB were presented.The analysis methods of buckling-restrained brace frame(BRBF) and testing methods for substructure of BRBF were summarized.Engineering application and standardization of BRB were recommended.At the end of this paper,the problems with research on and application of BRB were pointed out,and the suggestion for future study on and application of BRB was provided.
引文
[1]周云.防屈曲支撑结构设计与应用[M].北京:中国建筑工业出版社,2007.Zhou Y.Designing and Application for Buckling-Restrained Brace Frame[M].Beijing:China BuildingIndustry Press,2007.
[2]周云,邓雪松,杨叶斌,等.防屈曲耗能减震支撑研究应用与标准化[J].钢结构,2009,128(增):612-618.Zhou Y,Deng X S,Yang Y B,et al.State-of-the-artof buckling-restrained braces and suggestion on itsstandardization[J].Steel Construction,2009,128(S):612-618.
[3]Kimura K,Takeda Y,Yoshioka K,et al.Anexperimental study on braces encased in steel tube andmortar[C]∥Annual Meeting of the ArchitecturalInstitute of Japan.Tokyo:[s.n.],1976.1041-1042.
[4]Mochizuki N,Murata Y,Andou N,et al.Anexperimental study on buckling of unbounded bracesunder centrally applied loads[C]∥Annual Meeting ofthe Architectural Institute of Japan.Tokyo:[s.n.],1980.1913-1914.
[5]Watanabe A,Hitomoi Y,Saeki E,et al.Propertiesof braced encased in buckling-restraining concrete andsteel tube[C]∥Proceedings of Ninth WorldConference on Earthquake Engineering.Tokyo-Kyoto:[s.n.],1988.719-724.
[6]Watanabe A,Nakamura H.Study on the behavior ofbuildings using steel with low yield point[C]∥Proceedings of Tenth World Conference onEarthquake Engineering.Rotterdam:[s.n.],1992.4465-4468.
[7]佐伯英一郎,前田泰史,中村秀司,等.大アンボンブレスにする验的研究[C]∥日本建筑学会构造系论文集.北海道:日本建筑学会,1995.149-158.
[8]汪家铭,中岛正爱,陆烨.防屈曲支撑体系的应用与研究进展()[J].建筑钢结构进展,2005,7(1):1-12.Wang J M,Nakashima M,Lu Y.Practice andresearch development of buckling-restrained bracedframes()[J].Progress in Steel Building Structures,2005,7(1):1-12.
[9]Nakamura H,Maeda Y,Sasaki T,et al.Fatigueproperties of practical-scale unbounded braces[R].Northeast:Architectural Institute of Japan,2000.51-57.
[10]贾明明,张素梅.抑制屈曲支撑滞回性能分析[J].天津大学学报,2008,41(6):736-744.Jia M M,Zhang S M.Analysis of hysteretic behaviorof buckling-restrained brace[J].Journal of TianjinUniversity,2008,41(6):736-744.
[11]李国强,孙飞飞,宫海,等.TJ型屈曲约束支撑工程应用分析[J].建筑结构,2009,39(增):607-610.Li G Q,Sun F F,Gong H,et al.Engineeringapplication of tj-type buckling restrained brace[J].Building Structure,2009,39(S):607-610.
[12]Takeuchi T,Hajjar J F,Matsui R,et al.Localbuckling restraint condition for core plates in bucklingrestrained braces[J].Journal of Constructional ofSteel Research,2010,66(2):139-149.
[13]川上诚,和泉田洋次,岩田卫.钢モルタル板を用いた座屈拘束ブレスの有限要素法解析[C]∥日本建筑学会大会学术讲演梗概集.东:日本建筑学会,2006.889-890.
[14]中村慎,山下哲郎,村井正敏,等.钢モルタル板を用いた座屈拘束ブレスの验的研究-芯材の降伏耐力および轴刚性の调节[C]∥日本建筑学会构造系论文集.近畿:日本建筑学会,2008.2215-2222.
[15]蔡克铨,赖俊维.钢骨消能支撑构架之耐震研究[J].结构工程,2002,17(2):3-32.Cai K Q,Lai J W.Seismic resisted performance studyon energy dissipation of steel brace[J].StructureEngineering,2002,17(2):3-32.
[16]Lai J W,Tsai K C.Research and application ofbuckling restrained braces in Taiwan[R].Taiwan:Natio-nal Center for Research on EarthquakeEngineering,2004.
[17]翁崇兴.双钢管型挫屈束制消能支撑之耐震性能试验与应用研究[D].台北:台湾大学,2002.Weng Ch X.Experiment and application of doublesteel tube buckling-restrained brace[D].Taipei:National Taiwan University,2002.
[18]高向宇,杜海燕,张惠,等.国标Q235热轧钢材防屈曲支撑抗震性能试验研究[J].建筑结构,2008,38(3):91-95.Gao X Y,Du H Y,Zhang H,et al.Experimentalstudy on seismic performance of buckling-restrainedbrace made of Q235 hot-rolled steel in China[J].Building Structure,2008,38(3):91-95.
[19]高向宇,王永贵,刘丹卉,等.端部加强型组合热轧角钢防屈曲支撑静载试验研究[J].建筑结构学报,2010,31(3):77-82.Gao X Y,Wang Y G,Liu D H,et al.Static tests onbuckling restrained brace made of hot-rolled steelangle with strengthened ends[J].Journal of BuildingStructures,2010,31(3):77-82.
[20]Sridhara B N.Sleeved column-as a basic compressionmember[C]∥Proceedings of 4thInternational Confe-rence on Steel Structures a Space Frames.Singapore:[s.n.],1990.181-188.
[21]Iwata M,Kato T,Wada A.Buckling-restrainedbraces as hysteretic dampers[C]∥Proceedings ofThird International Conference on Behavior of SteelStructures in Seismic Areas.Rotterdam andBrookfield:[s.n.],2000.33-38.
[22]Koetaka Y,Narihara H,Tsujita O.Experimentalstudy on buckling-restrained braces[C]∥Proceedingsof Sixth Pacific Structural Steel Conference.Beijing:[s.n.],2001.15-17.
[23]林当凯.多节强化式挫屈束制斜撑之试验与分析[D].台中:逢甲大学,2005.Lin D K.Experimental and analysis of multi-curvedreinforced buckling restrained braces[D].Taichong:Fengchia University,2005.
[24]刘育诚.简易强化式挫屈束制斜撑之试验与分析[D].台中:逢甲大学,2005.Liu Y Ch.Experimental and analysis of simplifiedreinforced buckling restrained braces[D].Taichong:Fengchia University,2005.
[25]野谷学,长尾直治,田口孝,等.三重钢管座屈拘束ブレスの耐震性能にする研究[C]∥日本建筑学会大会学术讲演梗概集.近畿:日本建筑学会,2005.1011-1012.
[26]竹板和成,长尾直治,田口孝,等.三重钢管座屈拘束ブレスの耐震性能にする研究(その2验结果の考察と有限要素法解析)[C]∥日本建筑学会大会学术讲演梗概集.近畿:日本建筑学会,2005.1013-1014.
[27]松直树,长尾直治,田口孝,等.三重钢管座屈拘束制震ブレスの耐震性能にする研究(その3大要素验の验概要と验结果)[C]∥日本建筑学会大会学术讲演梗概集.东:日本建筑学会,2006.869-870.
[28]野谷学,长尾直治,神谷隆,等.三重钢管座屈拘束制震ブレスの耐震性能にする研究(その4大要素验の考察)[C]∥日本建筑学会大会学术讲演梗概集.东:日本建筑学会,2006.871-872.
[29]周云,钱洪涛,褚洪民,等.新型防屈曲支撑设计原理与性能研究[J].土木工程学报,2009,42(4):64-71.Zhou Y,Qian H T,Chu H M,et al.A study on thedesign principle and performance of a new type ofBuckling-Resistant Brace[J].China Civil EngineeringJournal,2009,42(4):64-71.
[30]钱洪涛.新型防屈曲支撑性能研究及其在钢结构中的应用研究[D].广州:广州大学,2007.Qian HT.Research on the performance of a new typebuckling-restrained brace and its application in steelstructure[D].Guangzhou:Guangzhou University,2007.
[31]褚洪民.新型三重钢管防屈曲支撑性能研究及其在结构抗震加固中的应用研究[D].广州:广州大学,2007.Chu H M.Research on the new triple-steel tubebuckling-restrained brace and its application in thestructure rehabilitation[D].Guangzhou:GuangzhouUniversity,2007.
[32]周云,邓雪松,钱洪涛,等.开孔式三重钢管防屈曲耗能支撑性能试验研究[J].土木工程学报,2010,43(9):77-87.Zhou Y,Deng X S,Qian HT,et al.An experimentalstudy of the perforation-type triple-steel tubeBuckling-Resistant Brace[J].China Civil EngineeringJournal,2010,43(9):77-87.
[33]陈真.开孔三重钢管防屈曲耗能支撑设计参数与性能试验研究[D].广州:广州大学,2010.Chen Zh.Research on design parameters ofperforating triple-steel tube Buckling-RestrainedBrace and its performance test[D].Guangzhou:Guangzhou University,2010.
[34]邓雪松,陈真,周云.间隙与支座类型对开孔三重钢管防屈曲耗能支撑性能的影响[J].地震工程与工程振动,2010,30(3):64-69.Deng X S,Chen Zh,Zhou Y.Effects of gaps andbearing types on performance of perforated triple-steeltube buckling-restrained brace[J].Journal ofEarthquake Engineering and Engineering Vibration,2010,30(3):64-69.
[35]邹征敏.新型开槽式防屈曲耗能支撑性能研究[D].广州:广州大学,2010.Zou Zh M.Performance study of notch-type buckling-restraint braces[D].Guangzhou:GuangzhouUniversity,2010.
[36]邓雪松,邹征敏,周云.开槽式三重钢管防屈曲耗能支撑试验研究与有限元分析[J].土木工程学报,2010,43(12):41-49.Deng X S,Zou Zh M,Zhou Y.Experimental andfinite-element studies of notched triple-steel tubebucking resistant brace[J].China Civil EngineeringJournal,2010,43(12):41-49.
[37]刘家源.全钢型挫屈束制支撑局部挫屈研究[D].台北:台湾大学,2007.Liu J Y.A study of local buckling in all-metal BRBs[D].Taipei:National Taiwan University,2007.
[38]林保均.含薄型挫屈束制支撑构架耐震行为研究[D].台北:台湾大学,2010.Lin B J.Research and development of thin bucklingrestrained braces for seismic buildings[D].Taipei:National Taiwan University,2010.
[39]藤井俊二,田川浩.丸钢芯材を二重钢管により座屈拘束したブレスにする验的研究[C]∥日本建筑学会构造系论文集.东:日本建筑学会,2010.879-885.
[40]藤井俊二,田川浩.丸钢芯材を二重钢管により座屈拘束したブレスの举动特性[C]∥日本建筑学会构造系论文集.东:日本建筑学会,2011.167-174.
[41]小川健,中达忠男,若井亮太,等.座屈拘束したブレスの脆性破坏にする验的研究[C]∥日本建筑学会构造系论文集.东:日本建筑学会,2011.667-674.
[42]马宁,吴斌,赵俊贤,等.十字形内芯全钢防屈曲支撑构件及子系统足尺试验[J].土木工程学报,2010,43(4):1-7.Ma N,Wu B,Zhao J X,et al.Full scale uniaxial andsubassemblage tests on the seismic behavior of all-steel buckling-resistant brace[J].China CivilEngineering Journal,2010,43(4):1-7.
[43]赵俊贤,吴斌,欧进萍.新型全钢防屈曲支撑的拟静力滞回性能试验[J].土木工程学报,2011,44(4):60-70.Zhao J X,Wu B,Ou J P.Uniaxial quasi-static cyclictests on the hysteretic behavior of a novel type of all-steel buckling-resistant brace[J].China CivilEngineering Journal,2011,44(4):60-70.
[44]岩田卫,村井正敏,小林史兴.钢モルタル板を用いた座屈拘束ブレス—履历型ダンパとしての性能评价(その1)[J].铁构技术,2005,(4):54-61.
[45]岩田卫,村井正敏,小林史兴.钢モルタル板を用いた座屈拘束ブレス—履历型ダンパとしての性能评价(その2)[J].铁构技术,2005,(5):38-44.
[46]魏志毓.挫屈束制支撑局部挫屈与构架耐震效益分析研究[D].台北:台湾大学,2006.Wei Zh Y.A study of local-buckling BRB and costperformance of BRBF[D].Taipei:National TaiwanUniversity,2006.
[47]郭彦林,王小安,江磊鑫.装配式防屈曲支撑构件及框架设计理论[J].结构工程师,2010,26(6):164-176.Guo Y L,Wang X A,Jiang L X.Design theory ofassembled buckling-restrained braces and buckling-restrained braced frames[J].Structural Engineers,2010,26(6):164-176.
[48]郭彦林,江磊鑫.型钢组合装配式防屈曲耗能支撑性能及设计方法研究[J].建筑结构,2010,40(1):38-43.Guo Y L,Jiang L X.Behavior and application ofbuckling-restrained braces assembled with sectionsteels[J].Building Structure,2010,40(1):38-43.
[49]Kiggins S,Uang C M.Reducing residual drift ofbuckling-restrained braced frames as a dual system[J].Engineering Structure,2006,(28):1525-1532.
[50]谢强,赵亮.带有防屈曲支撑双重结构体系的抗震性能[J].沈阳建筑大学学报(自然科学版),2008,24(2):221-225.Xie Q,Zhao L.Seismic behavior of dual system withbuckling restrained braces[J].Journal of ShenyangJianzhu University(Natural Science)2008,24(2):221-225.
[51]金木洋平,彦根茂,山下哲郎,等.斜形配置座屈拘束ブレスによる耐震补强[C]∥日本建筑学会构造系论文集.东:日本建筑学会,2008.2215-2222.
[52]李国强,胡大柱,孙飞飞.屈曲约束支撑铰接钢框架结构体系抗震性能[J].华中科技大学学报(自然科学版),2008,36(12):120-124.Li G Q,Hu D Zh,Sun F F.Seismic behavior of hingeconnected steel frames with buckling restrained braces[J].Huazhong University of Science&Technology(Natural Science Edition),2008,36(12):120-124.
[53]贾明明,张素梅,吕大刚,等.基于Benchmark模型的抑制屈曲支撑耗能减振作用分析[J].地震工程与工程振动,2009,29(3):104-145.Jia M M,Zhang S M,Lv D G,et al.Energydissipation and vibration control performance ofbuckling-restrained braces in Benchmark building[J].Journal of Earthquake Engineering and EngineeringVibration,2009,29(3):104-145.
[54]贾明明,张素梅,吕大刚,等.抑制屈曲支撑布置原则对钢框架抗震性能的试验研究[J].工程力学,2009,26(7):140-146.Jia M M,Zhang S M,Lv D G,et al.Influence oflayout principle of Buckling-Restrained Braces on aseismic performance of steel frame[J].EngineeringMechanics,2009,26(7):140-146.
[55]赵瑛,郭彦林.防屈曲支撑框架设计方法研究[J].建筑结构,2010,40(1):38-43.Zhao Y,Guo Y L.Research on design method ofbuckling restrained braced frame[J].BuildingStructure,2010,40(1):38-43.
[56]黄彦智.含挫屈束制消能支撑构架耐震性能试验与分析[D].台北:台湾大学,2004.Huang Y Zh.Test and analysis of seismicperformance for buckling-restrained brace frame[D].Taipei:National Taiwan University,2004.
[57]蔡克铨,萧博谦.实尺寸三层楼挫屈束制支撑CFT柱构架拟动态试验行为与分析[R].[s.l.]:NCREE,2005.Tsai K C,Xiao B Q.Pseudo dynamic performanceand analysis of a full scale CFT/BRB composite frame[R].[s.l.]:NCREE,2005.
[58]萧博谦.实尺寸三层楼挫屈束制支撑CFT柱构架拟动态试验行为与分析[D].台北:台湾大学,2004.Xiao B Q.Pseudo dynamic performance and analysisof a full scale CFT/BRB composite frame[D].Taipei:National Taiwan University,2004.
[59]蔡克铨,蔡政育.实尺寸两层楼挫屈束制支撑子结构双向受震拟动态试验与分析[R].[s.l.]:NCREE,2005.Tsai K C,Cai Zh Y.Pseudo dynamic tests andanalysis of a full scale two-story steel bucklingrestrained braced substructure under bi-directionalearthquake loads[R].[s.l.]:NCREE,2005.
[60]蔡政育.实尺寸两层楼挫屈束制支撑子结构双向受震拟动态试验与分析[D].台北:台湾大学,2005.Cai Zh Y.Pseudo dynamic tests and analysis of a fullscale two-story steel buckling restrained bracedsubstructure under bi-directional earthquake loads[D].Taipei:National Taiwan University,2005.
[61]孔祥雄,罗开海,程绍革.含有屈曲约束支撑平面框架的抗震性能试验研究[J].建筑结构,2010,40(10):7-10.Kong X X,Luo K H,Cheng Sh G.Experiment studyon seismic behavior of steel plane frame withbuckling-restrained braces[J].Building Structure,2010,40(10):7-10.
[62]Black C,Makris N,Aiken I.Component testing,stability analysis and characterization of buckling-restrained unbonded braces[R].Tokyo:Final Reportto Nippon Steel Corporation,2002.
[63]朱江.防屈曲支撑体系的研究现状及其应用[J].沈阳大学学报,2010,22(2):35-38.Zhu J.Present research and application of buckling-restrained brace[J].Journal of Shenyang University,2010,22(2):35-38.
[64]Takeuchi T,Hajjar J F,Matsui R,et al.Localbucking restraint condition for core plates in bucklingrestrained braces[J].Journal of Constructional SteelResearch,2010,(66):139-149.
[65]姚建峰,汪洋.无粘结支撑消能系统的工程实例及性能研究[J].工业建筑,2007(增):535-541.Yao J F,Wang Y.Performance study and practiceengineering of Buckling-Restrained Brace[J].Industrial Construction,2007(S):535-541.
[66]吴耀辉,李爱群,张志强,等.银泰中心主塔楼方案的抗震分析[J].建筑结构,2004,34(7):2-6.Wu Y H,Li A Q,Zhang Zh Q,et al.Seismicanalysis of the main tower steel structure of Yintaicenter[J].Building Structure,2004,34(7):2-6.
[67]李培彬,娄宇,赵广鹏,等.屈曲约束支撑在北京银泰中心结构抗震设计中的应用[J].建筑结构,2007,37(11):4-7.Li P B,Lou Y,Zhao G P,et al.Using unbondedbraces in aseismatic design for steel tower of BeijingYintai center[J].Building Structure,2007,37(11):4-7.
[68]芮明倬,李立树,贺军利,等.屈曲约束支撑在古北财富中心高层钢结构中的应用研究[J].建筑结构,2007,37(5):25-28.Rui M Zh,Li L Sh,He J L,et al.Study and designof highrise steel structure office building withunbonded braces[J].Building Structure,2007,37(5):25-28.
[69]叶列平,马千里,程光煜,等.西部机电科技商务中心钢结构消能减震计算分析[J].工程抗震与加固改造,2005,27(3):20-25.Ye L P,Ma Q L,Cheng G Y,et al.Aseismicanalysis of western machine technology businesscentre with energy dissipation braces[J].EarthquakeResistant Engineering and Retrofitting,2005,27(3):20-25.
[70]周建龙,汪大绥,姜文伟,等.防屈曲耗能支撑在世博中心工程中的应用研究[J].建筑结构,2009,39(9):29-33.Zhou J L,Wang D S,Jiang W W,et al.Research onapplication of buckling restrained braces in the EXPOCenter[J].Building Structure,2009,39(9):29-33.
[71]American Institute of Steel Construction(AISC),Seismic Provision for Structural Steel Buildings[S].
[72]日本隔震协会编,蒋通译.被动减震结构设计.施工手册(第二版)[M].北京:中国建筑工业出版社,2008.
[73]台湾规范,建筑物耐震设计规范及解说[S].
[74]GB 50011-2010,建筑抗震设计规范[S].
[75]DBJ/CT 105-2011,TJ屈曲约束支撑应用技术规程[S].
[2]周云,邓雪松,杨叶斌,等.防屈曲耗能减震支撑研究应用与标准化[J].钢结构,2009,128(增):612-618.Zhou Y,Deng X S,Yang Y B,et al.State-of-the-artof buckling-restrained braces and suggestion on itsstandardization[J].Steel Construction,2009,128(S):612-618.
[3]Kimura K,Takeda Y,Yoshioka K,et al.Anexperimental study on braces encased in steel tube andmortar[C]∥Annual Meeting of the ArchitecturalInstitute of Japan.Tokyo:[s.n.],1976.1041-1042.
[4]Mochizuki N,Murata Y,Andou N,et al.Anexperimental study on buckling of unbounded bracesunder centrally applied loads[C]∥Annual Meeting ofthe Architectural Institute of Japan.Tokyo:[s.n.],1980.1913-1914.
[5]Watanabe A,Hitomoi Y,Saeki E,et al.Propertiesof braced encased in buckling-restraining concrete andsteel tube[C]∥Proceedings of Ninth WorldConference on Earthquake Engineering.Tokyo-Kyoto:[s.n.],1988.719-724.
[6]Watanabe A,Nakamura H.Study on the behavior ofbuildings using steel with low yield point[C]∥Proceedings of Tenth World Conference onEarthquake Engineering.Rotterdam:[s.n.],1992.4465-4468.
[7]佐伯英一郎,前田泰史,中村秀司,等.大アンボンブレスにする验的研究[C]∥日本建筑学会构造系论文集.北海道:日本建筑学会,1995.149-158.
[8]汪家铭,中岛正爱,陆烨.防屈曲支撑体系的应用与研究进展()[J].建筑钢结构进展,2005,7(1):1-12.Wang J M,Nakashima M,Lu Y.Practice andresearch development of buckling-restrained bracedframes()[J].Progress in Steel Building Structures,2005,7(1):1-12.
[9]Nakamura H,Maeda Y,Sasaki T,et al.Fatigueproperties of practical-scale unbounded braces[R].Northeast:Architectural Institute of Japan,2000.51-57.
[10]贾明明,张素梅.抑制屈曲支撑滞回性能分析[J].天津大学学报,2008,41(6):736-744.Jia M M,Zhang S M.Analysis of hysteretic behaviorof buckling-restrained brace[J].Journal of TianjinUniversity,2008,41(6):736-744.
[11]李国强,孙飞飞,宫海,等.TJ型屈曲约束支撑工程应用分析[J].建筑结构,2009,39(增):607-610.Li G Q,Sun F F,Gong H,et al.Engineeringapplication of tj-type buckling restrained brace[J].Building Structure,2009,39(S):607-610.
[12]Takeuchi T,Hajjar J F,Matsui R,et al.Localbuckling restraint condition for core plates in bucklingrestrained braces[J].Journal of Constructional ofSteel Research,2010,66(2):139-149.
[13]川上诚,和泉田洋次,岩田卫.钢モルタル板を用いた座屈拘束ブレスの有限要素法解析[C]∥日本建筑学会大会学术讲演梗概集.东:日本建筑学会,2006.889-890.
[14]中村慎,山下哲郎,村井正敏,等.钢モルタル板を用いた座屈拘束ブレスの验的研究-芯材の降伏耐力および轴刚性の调节[C]∥日本建筑学会构造系论文集.近畿:日本建筑学会,2008.2215-2222.
[15]蔡克铨,赖俊维.钢骨消能支撑构架之耐震研究[J].结构工程,2002,17(2):3-32.Cai K Q,Lai J W.Seismic resisted performance studyon energy dissipation of steel brace[J].StructureEngineering,2002,17(2):3-32.
[16]Lai J W,Tsai K C.Research and application ofbuckling restrained braces in Taiwan[R].Taiwan:Natio-nal Center for Research on EarthquakeEngineering,2004.
[17]翁崇兴.双钢管型挫屈束制消能支撑之耐震性能试验与应用研究[D].台北:台湾大学,2002.Weng Ch X.Experiment and application of doublesteel tube buckling-restrained brace[D].Taipei:National Taiwan University,2002.
[18]高向宇,杜海燕,张惠,等.国标Q235热轧钢材防屈曲支撑抗震性能试验研究[J].建筑结构,2008,38(3):91-95.Gao X Y,Du H Y,Zhang H,et al.Experimentalstudy on seismic performance of buckling-restrainedbrace made of Q235 hot-rolled steel in China[J].Building Structure,2008,38(3):91-95.
[19]高向宇,王永贵,刘丹卉,等.端部加强型组合热轧角钢防屈曲支撑静载试验研究[J].建筑结构学报,2010,31(3):77-82.Gao X Y,Wang Y G,Liu D H,et al.Static tests onbuckling restrained brace made of hot-rolled steelangle with strengthened ends[J].Journal of BuildingStructures,2010,31(3):77-82.
[20]Sridhara B N.Sleeved column-as a basic compressionmember[C]∥Proceedings of 4thInternational Confe-rence on Steel Structures a Space Frames.Singapore:[s.n.],1990.181-188.
[21]Iwata M,Kato T,Wada A.Buckling-restrainedbraces as hysteretic dampers[C]∥Proceedings ofThird International Conference on Behavior of SteelStructures in Seismic Areas.Rotterdam andBrookfield:[s.n.],2000.33-38.
[22]Koetaka Y,Narihara H,Tsujita O.Experimentalstudy on buckling-restrained braces[C]∥Proceedingsof Sixth Pacific Structural Steel Conference.Beijing:[s.n.],2001.15-17.
[23]林当凯.多节强化式挫屈束制斜撑之试验与分析[D].台中:逢甲大学,2005.Lin D K.Experimental and analysis of multi-curvedreinforced buckling restrained braces[D].Taichong:Fengchia University,2005.
[24]刘育诚.简易强化式挫屈束制斜撑之试验与分析[D].台中:逢甲大学,2005.Liu Y Ch.Experimental and analysis of simplifiedreinforced buckling restrained braces[D].Taichong:Fengchia University,2005.
[25]野谷学,长尾直治,田口孝,等.三重钢管座屈拘束ブレスの耐震性能にする研究[C]∥日本建筑学会大会学术讲演梗概集.近畿:日本建筑学会,2005.1011-1012.
[26]竹板和成,长尾直治,田口孝,等.三重钢管座屈拘束ブレスの耐震性能にする研究(その2验结果の考察と有限要素法解析)[C]∥日本建筑学会大会学术讲演梗概集.近畿:日本建筑学会,2005.1013-1014.
[27]松直树,长尾直治,田口孝,等.三重钢管座屈拘束制震ブレスの耐震性能にする研究(その3大要素验の验概要と验结果)[C]∥日本建筑学会大会学术讲演梗概集.东:日本建筑学会,2006.869-870.
[28]野谷学,长尾直治,神谷隆,等.三重钢管座屈拘束制震ブレスの耐震性能にする研究(その4大要素验の考察)[C]∥日本建筑学会大会学术讲演梗概集.东:日本建筑学会,2006.871-872.
[29]周云,钱洪涛,褚洪民,等.新型防屈曲支撑设计原理与性能研究[J].土木工程学报,2009,42(4):64-71.Zhou Y,Qian H T,Chu H M,et al.A study on thedesign principle and performance of a new type ofBuckling-Resistant Brace[J].China Civil EngineeringJournal,2009,42(4):64-71.
[30]钱洪涛.新型防屈曲支撑性能研究及其在钢结构中的应用研究[D].广州:广州大学,2007.Qian HT.Research on the performance of a new typebuckling-restrained brace and its application in steelstructure[D].Guangzhou:Guangzhou University,2007.
[31]褚洪民.新型三重钢管防屈曲支撑性能研究及其在结构抗震加固中的应用研究[D].广州:广州大学,2007.Chu H M.Research on the new triple-steel tubebuckling-restrained brace and its application in thestructure rehabilitation[D].Guangzhou:GuangzhouUniversity,2007.
[32]周云,邓雪松,钱洪涛,等.开孔式三重钢管防屈曲耗能支撑性能试验研究[J].土木工程学报,2010,43(9):77-87.Zhou Y,Deng X S,Qian HT,et al.An experimentalstudy of the perforation-type triple-steel tubeBuckling-Resistant Brace[J].China Civil EngineeringJournal,2010,43(9):77-87.
[33]陈真.开孔三重钢管防屈曲耗能支撑设计参数与性能试验研究[D].广州:广州大学,2010.Chen Zh.Research on design parameters ofperforating triple-steel tube Buckling-RestrainedBrace and its performance test[D].Guangzhou:Guangzhou University,2010.
[34]邓雪松,陈真,周云.间隙与支座类型对开孔三重钢管防屈曲耗能支撑性能的影响[J].地震工程与工程振动,2010,30(3):64-69.Deng X S,Chen Zh,Zhou Y.Effects of gaps andbearing types on performance of perforated triple-steeltube buckling-restrained brace[J].Journal ofEarthquake Engineering and Engineering Vibration,2010,30(3):64-69.
[35]邹征敏.新型开槽式防屈曲耗能支撑性能研究[D].广州:广州大学,2010.Zou Zh M.Performance study of notch-type buckling-restraint braces[D].Guangzhou:GuangzhouUniversity,2010.
[36]邓雪松,邹征敏,周云.开槽式三重钢管防屈曲耗能支撑试验研究与有限元分析[J].土木工程学报,2010,43(12):41-49.Deng X S,Zou Zh M,Zhou Y.Experimental andfinite-element studies of notched triple-steel tubebucking resistant brace[J].China Civil EngineeringJournal,2010,43(12):41-49.
[37]刘家源.全钢型挫屈束制支撑局部挫屈研究[D].台北:台湾大学,2007.Liu J Y.A study of local buckling in all-metal BRBs[D].Taipei:National Taiwan University,2007.
[38]林保均.含薄型挫屈束制支撑构架耐震行为研究[D].台北:台湾大学,2010.Lin B J.Research and development of thin bucklingrestrained braces for seismic buildings[D].Taipei:National Taiwan University,2010.
[39]藤井俊二,田川浩.丸钢芯材を二重钢管により座屈拘束したブレスにする验的研究[C]∥日本建筑学会构造系论文集.东:日本建筑学会,2010.879-885.
[40]藤井俊二,田川浩.丸钢芯材を二重钢管により座屈拘束したブレスの举动特性[C]∥日本建筑学会构造系论文集.东:日本建筑学会,2011.167-174.
[41]小川健,中达忠男,若井亮太,等.座屈拘束したブレスの脆性破坏にする验的研究[C]∥日本建筑学会构造系论文集.东:日本建筑学会,2011.667-674.
[42]马宁,吴斌,赵俊贤,等.十字形内芯全钢防屈曲支撑构件及子系统足尺试验[J].土木工程学报,2010,43(4):1-7.Ma N,Wu B,Zhao J X,et al.Full scale uniaxial andsubassemblage tests on the seismic behavior of all-steel buckling-resistant brace[J].China CivilEngineering Journal,2010,43(4):1-7.
[43]赵俊贤,吴斌,欧进萍.新型全钢防屈曲支撑的拟静力滞回性能试验[J].土木工程学报,2011,44(4):60-70.Zhao J X,Wu B,Ou J P.Uniaxial quasi-static cyclictests on the hysteretic behavior of a novel type of all-steel buckling-resistant brace[J].China CivilEngineering Journal,2011,44(4):60-70.
[44]岩田卫,村井正敏,小林史兴.钢モルタル板を用いた座屈拘束ブレス—履历型ダンパとしての性能评价(その1)[J].铁构技术,2005,(4):54-61.
[45]岩田卫,村井正敏,小林史兴.钢モルタル板を用いた座屈拘束ブレス—履历型ダンパとしての性能评价(その2)[J].铁构技术,2005,(5):38-44.
[46]魏志毓.挫屈束制支撑局部挫屈与构架耐震效益分析研究[D].台北:台湾大学,2006.Wei Zh Y.A study of local-buckling BRB and costperformance of BRBF[D].Taipei:National TaiwanUniversity,2006.
[47]郭彦林,王小安,江磊鑫.装配式防屈曲支撑构件及框架设计理论[J].结构工程师,2010,26(6):164-176.Guo Y L,Wang X A,Jiang L X.Design theory ofassembled buckling-restrained braces and buckling-restrained braced frames[J].Structural Engineers,2010,26(6):164-176.
[48]郭彦林,江磊鑫.型钢组合装配式防屈曲耗能支撑性能及设计方法研究[J].建筑结构,2010,40(1):38-43.Guo Y L,Jiang L X.Behavior and application ofbuckling-restrained braces assembled with sectionsteels[J].Building Structure,2010,40(1):38-43.
[49]Kiggins S,Uang C M.Reducing residual drift ofbuckling-restrained braced frames as a dual system[J].Engineering Structure,2006,(28):1525-1532.
[50]谢强,赵亮.带有防屈曲支撑双重结构体系的抗震性能[J].沈阳建筑大学学报(自然科学版),2008,24(2):221-225.Xie Q,Zhao L.Seismic behavior of dual system withbuckling restrained braces[J].Journal of ShenyangJianzhu University(Natural Science)2008,24(2):221-225.
[51]金木洋平,彦根茂,山下哲郎,等.斜形配置座屈拘束ブレスによる耐震补强[C]∥日本建筑学会构造系论文集.东:日本建筑学会,2008.2215-2222.
[52]李国强,胡大柱,孙飞飞.屈曲约束支撑铰接钢框架结构体系抗震性能[J].华中科技大学学报(自然科学版),2008,36(12):120-124.Li G Q,Hu D Zh,Sun F F.Seismic behavior of hingeconnected steel frames with buckling restrained braces[J].Huazhong University of Science&Technology(Natural Science Edition),2008,36(12):120-124.
[53]贾明明,张素梅,吕大刚,等.基于Benchmark模型的抑制屈曲支撑耗能减振作用分析[J].地震工程与工程振动,2009,29(3):104-145.Jia M M,Zhang S M,Lv D G,et al.Energydissipation and vibration control performance ofbuckling-restrained braces in Benchmark building[J].Journal of Earthquake Engineering and EngineeringVibration,2009,29(3):104-145.
[54]贾明明,张素梅,吕大刚,等.抑制屈曲支撑布置原则对钢框架抗震性能的试验研究[J].工程力学,2009,26(7):140-146.Jia M M,Zhang S M,Lv D G,et al.Influence oflayout principle of Buckling-Restrained Braces on aseismic performance of steel frame[J].EngineeringMechanics,2009,26(7):140-146.
[55]赵瑛,郭彦林.防屈曲支撑框架设计方法研究[J].建筑结构,2010,40(1):38-43.Zhao Y,Guo Y L.Research on design method ofbuckling restrained braced frame[J].BuildingStructure,2010,40(1):38-43.
[56]黄彦智.含挫屈束制消能支撑构架耐震性能试验与分析[D].台北:台湾大学,2004.Huang Y Zh.Test and analysis of seismicperformance for buckling-restrained brace frame[D].Taipei:National Taiwan University,2004.
[57]蔡克铨,萧博谦.实尺寸三层楼挫屈束制支撑CFT柱构架拟动态试验行为与分析[R].[s.l.]:NCREE,2005.Tsai K C,Xiao B Q.Pseudo dynamic performanceand analysis of a full scale CFT/BRB composite frame[R].[s.l.]:NCREE,2005.
[58]萧博谦.实尺寸三层楼挫屈束制支撑CFT柱构架拟动态试验行为与分析[D].台北:台湾大学,2004.Xiao B Q.Pseudo dynamic performance and analysisof a full scale CFT/BRB composite frame[D].Taipei:National Taiwan University,2004.
[59]蔡克铨,蔡政育.实尺寸两层楼挫屈束制支撑子结构双向受震拟动态试验与分析[R].[s.l.]:NCREE,2005.Tsai K C,Cai Zh Y.Pseudo dynamic tests andanalysis of a full scale two-story steel bucklingrestrained braced substructure under bi-directionalearthquake loads[R].[s.l.]:NCREE,2005.
[60]蔡政育.实尺寸两层楼挫屈束制支撑子结构双向受震拟动态试验与分析[D].台北:台湾大学,2005.Cai Zh Y.Pseudo dynamic tests and analysis of a fullscale two-story steel buckling restrained bracedsubstructure under bi-directional earthquake loads[D].Taipei:National Taiwan University,2005.
[61]孔祥雄,罗开海,程绍革.含有屈曲约束支撑平面框架的抗震性能试验研究[J].建筑结构,2010,40(10):7-10.Kong X X,Luo K H,Cheng Sh G.Experiment studyon seismic behavior of steel plane frame withbuckling-restrained braces[J].Building Structure,2010,40(10):7-10.
[62]Black C,Makris N,Aiken I.Component testing,stability analysis and characterization of buckling-restrained unbonded braces[R].Tokyo:Final Reportto Nippon Steel Corporation,2002.
[63]朱江.防屈曲支撑体系的研究现状及其应用[J].沈阳大学学报,2010,22(2):35-38.Zhu J.Present research and application of buckling-restrained brace[J].Journal of Shenyang University,2010,22(2):35-38.
[64]Takeuchi T,Hajjar J F,Matsui R,et al.Localbucking restraint condition for core plates in bucklingrestrained braces[J].Journal of Constructional SteelResearch,2010,(66):139-149.
[65]姚建峰,汪洋.无粘结支撑消能系统的工程实例及性能研究[J].工业建筑,2007(增):535-541.Yao J F,Wang Y.Performance study and practiceengineering of Buckling-Restrained Brace[J].Industrial Construction,2007(S):535-541.
[66]吴耀辉,李爱群,张志强,等.银泰中心主塔楼方案的抗震分析[J].建筑结构,2004,34(7):2-6.Wu Y H,Li A Q,Zhang Zh Q,et al.Seismicanalysis of the main tower steel structure of Yintaicenter[J].Building Structure,2004,34(7):2-6.
[67]李培彬,娄宇,赵广鹏,等.屈曲约束支撑在北京银泰中心结构抗震设计中的应用[J].建筑结构,2007,37(11):4-7.Li P B,Lou Y,Zhao G P,et al.Using unbondedbraces in aseismatic design for steel tower of BeijingYintai center[J].Building Structure,2007,37(11):4-7.
[68]芮明倬,李立树,贺军利,等.屈曲约束支撑在古北财富中心高层钢结构中的应用研究[J].建筑结构,2007,37(5):25-28.Rui M Zh,Li L Sh,He J L,et al.Study and designof highrise steel structure office building withunbonded braces[J].Building Structure,2007,37(5):25-28.
[69]叶列平,马千里,程光煜,等.西部机电科技商务中心钢结构消能减震计算分析[J].工程抗震与加固改造,2005,27(3):20-25.Ye L P,Ma Q L,Cheng G Y,et al.Aseismicanalysis of western machine technology businesscentre with energy dissipation braces[J].EarthquakeResistant Engineering and Retrofitting,2005,27(3):20-25.
[70]周建龙,汪大绥,姜文伟,等.防屈曲耗能支撑在世博中心工程中的应用研究[J].建筑结构,2009,39(9):29-33.Zhou J L,Wang D S,Jiang W W,et al.Research onapplication of buckling restrained braces in the EXPOCenter[J].Building Structure,2009,39(9):29-33.
[71]American Institute of Steel Construction(AISC),Seismic Provision for Structural Steel Buildings[S].
[72]日本隔震协会编,蒋通译.被动减震结构设计.施工手册(第二版)[M].北京:中国建筑工业出版社,2008.
[73]台湾规范,建筑物耐震设计规范及解说[S].
[74]GB 50011-2010,建筑抗震设计规范[S].
[75]DBJ/CT 105-2011,TJ屈曲约束支撑应用技术规程[S].
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