防屈曲耗能支撑的发展状况
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摘要
防屈曲支撑是一种良好的耗能减震构件,目前已经得到了实际应用。本文在前人已有的大量试验和研究成果的基础上,综述了防屈曲耗能支撑在国内外的发展和应用现状。分析了已有防屈曲支撑的优点和缺点,并针对已有防屈曲耗能支撑产品的不足,提出了需要进一步研究的问题。
Bucking-restrained brace is a kind of efficient energy consummation and seismic vibration reducing component.It has been applied in practice.The paper reviews the development of the bucking-restrained brace and its application in China and other countries based on the achievements made in this filed.The merits and disadvantages of extant products are analyzed.In view of the disadvantages of the extant products,several problems in need of further research are proposed.
Bucking-restrained brace is a kind of efficient energy consummation and seismic vibration reducing component.It has been applied in practice.The paper reviews the development of the bucking-restrained brace and its application in China and other countries based on the achievements made in this filed.The merits and disadvantages of extant products are analyzed.In view of the disadvantages of the extant products,several problems in need of further research are proposed.
引文
[1]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.
[2]高向宇.组合热轧角钢防屈曲支撑构造及抗震试验[J].北京工业大学学报,2004.
[3]Wakabayashi M,Nakamura T,Kashibara A,et al.Experimentalstudy of elasto-plastic properties of precast concrete wall panelswith built-insulating braces[A]//Summaries of Technical Papersof Annual Meeting,Architectural Institute of Japan[C].Japan,1973.
[4]Kimura K,Takeda Y,Yoshioka K.An experimental study on bracein steel tube and morta[A]//Summaries of Technical Papers ofAnnual Meeting,Architectural Insitute of Japan[C].Japan.1976.
[5]Mochizuki N,Murata Y.,Andou N.An experimental study on buck-ling of unbonded braces under centrally applied loads[A]//Pro-ceedings,Annual Meeting of the Architectural Institute of Japan[C].Japan,1980.
[6]Fujimoto M,Wada A,Saeki E,et al.A study on the unbonedbraces encasedin buckling-restraining concrete and steel tube[J].Journal of Structural Engineering,1998.
[7]Watanbe A.,Hitomi Y,Wada A,et al.Properties of braces en-cased inbuckling-restraining concrete and steel tube[A]//9thWorld Conf.on Earthquake Engineering[C].Vol.IV,Japan,1988.
[8]Sridhara B.N.Sleeved column-as a basic compression member[A]//Proceedings,4th International Conference on Steel Struc-tures and Space Frames[C].Singapore,1990.
[9]Kuwahara S.,Tada M.A study on stiffening capacity of double-tube members[J].Journal of Structural and Construction Engi-neering,1993.
[10]Brown P,Aiken D,Jafarzadeh F.Seismic retrofit of Wallance F.Bennett federal building[J].Modern Steel Construction,2001.
[11]NEHRP Recommended provisions for seismic regulations fo rnewbuildings and other structures.FEMA450[S].2003.
[12]AISC.Seismic provisions for structural steel buildings.ANSI/AISC 341-05[S].2005.
[13]Rafael Sabelli,Warren Pottebaum.Design of a buckling-restrainedbraced frame utilizing 2005 seismic standards[A]//Metropolis&Beyond 2005.Proceedings of the 2005 Structures Congress and the2005 Forensic Engineering Symposium[C].NewYork:2005.
[14]Jinkoo Kim,Youngil Seo.Seismic design of low-rise frameswithbuckling-restrained braces[J].Engineering Structures,2004.
[15]Tsai K.C,Lai J.W.Astudy of buckling restrained seismic bracedframes[J].Strutural Engineering,Chinese Society of StructuralEngineering,2002.
[16]Aiken I.D.,Mahin S.A.,Uriz P.Large-scale testing of buck-ling-restrained braced frames[A]//Proceedings,Japan PassiveControl Symposium[C].Japan:TokyoInstitute of Technology,2000.
[17]Koetaka Y.,Narihara H.,Tsujita O.Exprimental study on buck-ling restrainedbraces[A]//Proceedings of Sixth Pacific StructuralSteel Conference[C].Beijing,2001.
[18]Clark P,Aiken I,Kasai K,et al.Design procedures for build-ingsincorporating hysteretic damping devices[A]//69th AnnualConvention[C].SEAOC,California,1999.
[19]AISC/SEA-OC Recommended provisions for buckling-restrainedbraced frames[S].2001.
[20]Koetaka Y,Narihara H,Tsujita O.Experimental study on buck-ling restrained braces[A]//Proceedings of Sixth Pacific StructureSteel Conference[C].Beijing,2001.
[21]Aiken I.D.,Mahin S.A.,Uriz P.Large-scale testing of buck-ling-restrained braced frames[A]//Proceedings,Japan PassiveControl Symposium[C].Japan:Tokyo Institute of Technology,2000.
[22]Yamaguchi M.,Yamada,Matsumoto Y,et al.Full-Scale shakingtable test of damage tolerant structure with a buckling restrainedbrace[J].Journal of Structural and Construction Engineering,2002.
[23]Sabelli R.Mahin S.Chang C.Seismic demands on steel bracedframe building with buckling-restrained braces[J].EngineeringStructures,2003.
[24]Kim J.Seo Y.Seismic design of low-rise steel frames with buck-ling-restrained braces[J].Engineering Structures,2004.
[25]Chen C.C.,Chen S.Y.,Liaw J.J.Application of low yieldstrength steel on controlled plastification ductile concentricallybraced frames[J].Canadian Journal of Civil Engineering,2001.
[26]岩田,村井正敏,小林史興.鋼セルタル板を用いた座屈拘束ァレヰスヰ履型ゲッバヰとしての性能評価(その1)[J].鉄技術,2005.
[27]村亮,村井正敏,岩田衛.鋼ヒルタル板を用いた座屈拘束ァレヰスにおける+軸方向変形に関する研究[A]//日本建築学会大会学術講演梗概集[C].関:日本建築学会,2006.
[28]齊藤啓一,中田安洋,村井正敏,等.鋼ヒルタル板を用いた座屈拘束ァレヰスの耐火性能[R].日本建築学会技術報告集,2005.
[29]Iwata,M.Kato,Wada A.Bucking-restrained braces as hystereticdampers.Proceedings[J].STESSA,Quebec,Canada,2000.
[30]Nakamura H,Takeuchi T.Fatigue Properties of practical scale un-bonded braces[R].Nippon Steel Technical Report,Northeast,Architectural Institute of Japan,2000.
[31]蔡克铨,赖俊维.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.
[32]李妍,吴斌,王倩颖,等.防屈曲钢支撑阻尼器的试验研究[J].土木工程学报,2006.
[33]陈煜.一字形截面防屈曲支撑的抗震性能研究[D].长沙:湖南大学,2006.
[34]哈敏强.普通和新型抑制屈曲支撑的力学性能及其应用研究[D].上海:同济大学,2004.
[35]罗树青,邓长根,牛化宪.抑制屈曲支撑的稳定研究[J].华东船舶工业学院学报,2005.
[36]邓长根.日本建筑结构耗能减震研究和应用的若干新进展[J].四川建筑科学研究,2003.
[37]谢强,赵亮.屈曲约束支撑的研究进展及其在结构抗震加固中的应用[J].地震工程与工程振动,2006.
[38]陈祥勇.约束屈曲支撑在单层网壳结构中的减震效果分析[D].兰州:兰州理工大学,2006.
[39]刘建彬.防屈曲支撑及防屈曲支撑框架设计理论研究[D].北京:清华大学,2005.
[40]陈正诚.韧性同心斜撑构架与韧性斜撑构材之耐震行为与设计[D].台湾:国立台湾大学,2000.
[2]高向宇.组合热轧角钢防屈曲支撑构造及抗震试验[J].北京工业大学学报,2004.
[3]Wakabayashi M,Nakamura T,Kashibara A,et al.Experimentalstudy of elasto-plastic properties of precast concrete wall panelswith built-insulating braces[A]//Summaries of Technical Papersof Annual Meeting,Architectural Institute of Japan[C].Japan,1973.
[4]Kimura K,Takeda Y,Yoshioka K.An experimental study on bracein steel tube and morta[A]//Summaries of Technical Papers ofAnnual Meeting,Architectural Insitute of Japan[C].Japan.1976.
[5]Mochizuki N,Murata Y.,Andou N.An experimental study on buck-ling of unbonded braces under centrally applied loads[A]//Pro-ceedings,Annual Meeting of the Architectural Institute of Japan[C].Japan,1980.
[6]Fujimoto M,Wada A,Saeki E,et al.A study on the unbonedbraces encasedin buckling-restraining concrete and steel tube[J].Journal of Structural Engineering,1998.
[7]Watanbe A.,Hitomi Y,Wada A,et al.Properties of braces en-cased inbuckling-restraining concrete and steel tube[A]//9thWorld Conf.on Earthquake Engineering[C].Vol.IV,Japan,1988.
[8]Sridhara B.N.Sleeved column-as a basic compression member[A]//Proceedings,4th International Conference on Steel Struc-tures and Space Frames[C].Singapore,1990.
[9]Kuwahara S.,Tada M.A study on stiffening capacity of double-tube members[J].Journal of Structural and Construction Engi-neering,1993.
[10]Brown P,Aiken D,Jafarzadeh F.Seismic retrofit of Wallance F.Bennett federal building[J].Modern Steel Construction,2001.
[11]NEHRP Recommended provisions for seismic regulations fo rnewbuildings and other structures.FEMA450[S].2003.
[12]AISC.Seismic provisions for structural steel buildings.ANSI/AISC 341-05[S].2005.
[13]Rafael Sabelli,Warren Pottebaum.Design of a buckling-restrainedbraced frame utilizing 2005 seismic standards[A]//Metropolis&Beyond 2005.Proceedings of the 2005 Structures Congress and the2005 Forensic Engineering Symposium[C].NewYork:2005.
[14]Jinkoo Kim,Youngil Seo.Seismic design of low-rise frameswithbuckling-restrained braces[J].Engineering Structures,2004.
[15]Tsai K.C,Lai J.W.Astudy of buckling restrained seismic bracedframes[J].Strutural Engineering,Chinese Society of StructuralEngineering,2002.
[16]Aiken I.D.,Mahin S.A.,Uriz P.Large-scale testing of buck-ling-restrained braced frames[A]//Proceedings,Japan PassiveControl Symposium[C].Japan:TokyoInstitute of Technology,2000.
[17]Koetaka Y.,Narihara H.,Tsujita O.Exprimental study on buck-ling restrainedbraces[A]//Proceedings of Sixth Pacific StructuralSteel Conference[C].Beijing,2001.
[18]Clark P,Aiken I,Kasai K,et al.Design procedures for build-ingsincorporating hysteretic damping devices[A]//69th AnnualConvention[C].SEAOC,California,1999.
[19]AISC/SEA-OC Recommended provisions for buckling-restrainedbraced frames[S].2001.
[20]Koetaka Y,Narihara H,Tsujita O.Experimental study on buck-ling restrained braces[A]//Proceedings of Sixth Pacific StructureSteel Conference[C].Beijing,2001.
[21]Aiken I.D.,Mahin S.A.,Uriz P.Large-scale testing of buck-ling-restrained braced frames[A]//Proceedings,Japan PassiveControl Symposium[C].Japan:Tokyo Institute of Technology,2000.
[22]Yamaguchi M.,Yamada,Matsumoto Y,et al.Full-Scale shakingtable test of damage tolerant structure with a buckling restrainedbrace[J].Journal of Structural and Construction Engineering,2002.
[23]Sabelli R.Mahin S.Chang C.Seismic demands on steel bracedframe building with buckling-restrained braces[J].EngineeringStructures,2003.
[24]Kim J.Seo Y.Seismic design of low-rise steel frames with buck-ling-restrained braces[J].Engineering Structures,2004.
[25]Chen C.C.,Chen S.Y.,Liaw J.J.Application of low yieldstrength steel on controlled plastification ductile concentricallybraced frames[J].Canadian Journal of Civil Engineering,2001.
[26]岩田,村井正敏,小林史興.鋼セルタル板を用いた座屈拘束ァレヰスヰ履型ゲッバヰとしての性能評価(その1)[J].鉄技術,2005.
[27]村亮,村井正敏,岩田衛.鋼ヒルタル板を用いた座屈拘束ァレヰスにおける+軸方向変形に関する研究[A]//日本建築学会大会学術講演梗概集[C].関:日本建築学会,2006.
[28]齊藤啓一,中田安洋,村井正敏,等.鋼ヒルタル板を用いた座屈拘束ァレヰスの耐火性能[R].日本建築学会技術報告集,2005.
[29]Iwata,M.Kato,Wada A.Bucking-restrained braces as hystereticdampers.Proceedings[J].STESSA,Quebec,Canada,2000.
[30]Nakamura H,Takeuchi T.Fatigue Properties of practical scale un-bonded braces[R].Nippon Steel Technical Report,Northeast,Architectural Institute of Japan,2000.
[31]蔡克铨,赖俊维.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.
[32]李妍,吴斌,王倩颖,等.防屈曲钢支撑阻尼器的试验研究[J].土木工程学报,2006.
[33]陈煜.一字形截面防屈曲支撑的抗震性能研究[D].长沙:湖南大学,2006.
[34]哈敏强.普通和新型抑制屈曲支撑的力学性能及其应用研究[D].上海:同济大学,2004.
[35]罗树青,邓长根,牛化宪.抑制屈曲支撑的稳定研究[J].华东船舶工业学院学报,2005.
[36]邓长根.日本建筑结构耗能减震研究和应用的若干新进展[J].四川建筑科学研究,2003.
[37]谢强,赵亮.屈曲约束支撑的研究进展及其在结构抗震加固中的应用[J].地震工程与工程振动,2006.
[38]陈祥勇.约束屈曲支撑在单层网壳结构中的减震效果分析[D].兰州:兰州理工大学,2006.
[39]刘建彬.防屈曲支撑及防屈曲支撑框架设计理论研究[D].北京:清华大学,2005.
[40]陈正诚.韧性同心斜撑构架与韧性斜撑构材之耐震行为与设计[D].台湾:国立台湾大学,2000.
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