防屈曲支撑的研究进展及其工程应用
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摘要
简要介绍了防屈曲支撑的组成及工作机理,详细介绍了防屈曲支撑的发展和近年来中国学者在理论研究和类型创新方面取得的研究成果;着重讨论了三重钢管、端部铰式、中部接触环式等新型防屈曲支撑的性能;最后给出了防屈曲支撑在中国的应用情况。研究结果表明:防屈曲支撑以其良好的耗能性能会有很好的发展潜力;防屈曲支撑应该向着低屈服点设计、适用于大跨结构、便于安装等方向发展,并在实际工程中推广应用。
Authors briefly introduced the composition and the working mechanism of buckling-restrained brace(BRB),and introduced the development of BRB in recent years and the research achievements in aspects of theoretical research and type innovation by Chinese scholars in detail,such as the triple steel tubes,hinge-type ends,central contact ring type and so on.Finally,the typical applications in China were presented.Study results show that BRB has a great potential development because of its good energy dissipation performance.BRB should be developed towards low-yield point design,large-span structures,and easy installation and so on.Meanwhile,BRB should be popularized in the engineering application.
Authors briefly introduced the composition and the working mechanism of buckling-restrained brace(BRB),and introduced the development of BRB in recent years and the research achievements in aspects of theoretical research and type innovation by Chinese scholars in detail,such as the triple steel tubes,hinge-type ends,central contact ring type and so on.Finally,the typical applications in China were presented.Study results show that BRB has a great potential development because of its good energy dissipation performance.BRB should be developed towards low-yield point design,large-span structures,and easy installation and so on.Meanwhile,BRB should be popularized in the engineering application.
引文
[1]李宏男,霍林生.结构多维减震控制[M].北京:科学出版社,2008.LI Hong-nan,HUO Lin-sheng.Structural Multi-di-mensional Vibration Control[M].Beijing:SciencePress,2008.
[2]刘建彬.防屈曲支撑及防屈曲支撑钢框架设计理论研究[D].北京:清华大学,2005.LIU Jian-bin.Research on the Design Theory of Buckling-restrained Braces and Buckling-restrainedBraced Frames[D].Beijing:Tsinghua University,2005.
[3]赵俊贤,吴斌.防屈曲支撑的工作机理及稳定性设计方法[J].地震工程与工程振动,2009,29(3):131-139.ZHAO Jun-xian,WU Bin.Working Mechanism andStability Design Methods of Buckling-restrainedBraces[J].Journal of Earthquake Engineering andEngineering Vibration,2009,29(3):131-139.
[4]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.ZHOU Yun.Design and Application of Buckling-re-strained Brace Structure[M].Beijing:China Architec-ture&Building Press,2007.
[5]汪家铭,中岛正爱,陆烨.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.UANG C M,NAKASHIMA M,LU Ye.The Practiceand Research Development of Buckling-restrainedBraced Frames[J].Progress in Steel Building Struc-tures,2005,7(1):1-12.
[6]赵俊贤.无黏结内藏钢板支撑剪力墙滞回性能试验及工作性能研究[D].哈尔滨:哈尔滨工业大学,2007.ZHAO Jun-xian.Numerical Analysis on HystereticBehavior of Unbonded Steel Plate Brace Encased inReinforced Concrete Panel[D].Harbin:Harbin Insti-tute of Technology,2007.
[7]WAKABAYASHI M,NAKAMURA T.Experimen-tal Study of Elasto-plastic Properties of Precast Con-crete Wall Panels with Built-in Insulating Braces[C]//AIJ.Summaries of Technical Papers of AnnualMeeting.Tokyo:AIJ,1973:1041-1044.
[8]MOCHIZUKI S,MURATA Y.Experimental Studyon Buckling of Unbonded Braces Under Axial Forces[C]//AIJ.Summaries of Technical Papers of AnnualMeeting.Tokyo:AIJ,1979:1623-1626.
[9]KUWAHARA S,TADA M,YONEYAMA T,et al.A Study on Stiffening Capacity of Double-tube Mem-bers[J].Journal of Structural and Construction Engi-neering,1993,58(445):151-158.
[10]IWATA M,ATO T,WADA A.Buckling-restrainedBraces as Hysteretic Dampers[C]//STESSA.Pro-ceedings of STESSA 2000.Rotterdam:Balkema A A,2000:33-38.
[11]KOETAKA Y,NARIHARA H.Experimental Studyon Buckling Restrained Braces[C]//AIJ.Summariesof Technical Papers of Annual Meeting(Ⅲ).Tokyo:AIJ,2000:911-914.
[12]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.TSAI K C,HWANG Y C,WENG C S.Seismic Per-formance and Applications of Double-tube Buckling-restrained Braces[J].Progress in Steel BuildingStructures,2005,7(3):1-8.
[13]孔祥雄.新型屈曲约束支撑抗震性能研究[D].北京:中国建筑科学研究院,2009.KONG Xiang-xiong.Study on Seismic Behavior of aNew Type of Buckling-restrained Braces[D].Beijing:China Building Scientific Research Institute,2009.
[14]MURAI M,KOBAYASHI F,NADA T,et al.Experi-mental Study on Buckling-restrained Braces UsingSteel Mortar Planks[C]//AIJ.Transactions of AIJ569.East Sea:AIJ,2003:105-110.
[15]李妍.防屈曲支撑的抗震性能及子结构试验方法[D].哈尔滨:哈尔滨工业大学,2007.LI Yan.Seismic Performance of Buckling-restrainedBraces and Substructure Testing Methods[D].Har-bin:Harbin Institute of Technology,2007.
[16]NAKAMURA M,YAMASHITA T,MURAI M,et al.Experimental Study on Buckling-restrainedBraces Using Steel Mortar Planks:Adjusting theYield Strength and Axial Stiffness of Buckling-re-strained Braces by Decreasing the Core Plate Cross-sectional Area and Increasing End Thickness[C]//AIJ.Transactions of AIJ 629.Tokyo:AIJ,2008:1143-1150.
[17]HAGINOYA M,NGAO T,TAGUCHI T,et al.Stud-ies on Buckling-restrained Bracing Using Triple SteelTubes[C]//AIJ.Transactions of AIJ 588.Tokyo:AIJ,2005:1011-1014.
[18]MATSUSHIMA N,NGAO T.Studies on Buckling-restrained Bracing Using Triple Steel Tubes[C]//AIJ.Transactions of AIJ 635.Tokyo:AIJ,2009:869-870.
[19]刘丹卉.防屈曲支撑及连接的构造研究与抗震性能试验研究[D].北京:北京工业大学,2008.LIU Dan-hui.Design and Analysis of Seismic Per-formance of Buckling-restrained Braces and Connector[D].Beijing:Beijing University of Technology,2008.
[20]张腾龙.防屈曲支撑框架结构设计及消能减震效果分析研究[D].北京:北京工业大学,2009.ZHANG Teng-long.Design and Analysis of SeismicPerformance of Buckling-restrained Braced Frames[D].Beijing:Beijing University of Technology,2009.
[21]余绍锋,郑维科,邓长根.新型抑制屈曲支撑构造及稳定性研究[J].结构工程师,2008,24(3):55-59.YU Shao-feng,ZHENG Wei-ke,DENG Chang-gen.Research on Construction and Stability of a New-styleBRB[J].Structural Engineers,2008,24(3):55-59.
[22]余绍锋,郑维科,邓长根.新型抑制屈曲支撑极限承载力分析[J].结构工程师,2008,24(4):40-43,75.YU Shao-feng,ZHENG Wei-ke,DENG Chang-gen.Ultimate Bearing Capacity Analysis of a New-styleBuckling Restrained Brace[J].Structural Engineers,2008,24(4):40-43,75.
[23]郑维科.新型抑制屈曲支撑在结构工程中应用若干理论问题研究[D].上海:同济大学,2007.ZHENG Wei-ke.Investigations on the Application ofNew-style Buckling Restrained Brace in Structure En-gineering[D].Shanghai:Tongji University,2007.
[24]周云,钱洪涛,褚洪民,等.新型防屈曲耗能支撑设计原理与性能研究[J].土木工程学报,2009,42(4):64-71.ZHOU Yun,QIAN Hong-tao,CHU Hong-min,et al.A Study on the Design Principle and Performance of aNew Type of Buckling-resistant Brace[J].China CivilEngineering Journal,2009,42(4):64-71.
[25]殷占忠,王秀丽,李晓东.带接触环的双钢管约束屈曲支撑有限元分析[J].兰州理工大学学报,2008,34(5):122-126.YIN Zhan-zhong,WANG Xiu-li,LI Xiao-dong.FiniteElement Analysis of Double-steel-tube Buckling Re-stricting Braces with Contact-ring[J].Journal ofLanzhou University of Technology,2008,34(5):122-126.
[26]殷占忠.带有约束屈曲支撑杆件空间网壳结构抗震性能分析与试验研究[D].兰州:兰州理工大学,2008.YIN Zhan-zhong.Analysis and Experimental Study ofSeismic Performances for Latticed Shell Structureswith Buckling Restrained Brace[D].Lanzhou:Lanzhou University of Technology,2008.
[27]郭彦林,江磊鑫.型钢组合装配式防屈曲支撑性能及设计方法研究[J].建筑结构,2010,40(1):30-37.GUO Yan-lin,JIANG Lei-xin.Behavior and Applica-tion of Buckling-restrained Braces Assembled withSection Steels[J].Building Structure,2010,40(1):30-37.
[28]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 Xiang-yu,DU Hai-yan,ZHANG Hui,et al.Ex-perimental Study on Seismic Performance of Bucklingrestrained Brace Made of Q235 Hot-rolled Steel inChina[J].Building Structure,2008,38(3):91-95.
[29]王秀丽,陈祥勇,殷占忠.约束屈曲支撑对K6型球面网壳减震效果的分析[J].甘肃科学学报,2007,19(1):122-126.WANG Xiu-li,CHEN Xiang-yong,YIN Zhan-zhong.An Analysis of Seismic Vibration Reduction of K6Spherical Latticed Shell by Means of Buckling-re-strained Braces[J].Journal of Gansu Sciences,2007,19(1):122-126.
[30]王秀丽,高森,潘霞.约束屈曲支撑(BRBs)在单层柱壳振动控制中的应用研究[J].建筑科学,2007,23(7):34-38,42.WANG Xiu-li,GAO Sen,PAN Xia.Research on Vi-bration Control of Single Layer Cylindrical LatticeShells with BRBs[J].Building Science,2007,23(7):34-38,42.
[31]张宪江,黄昆.约束屈曲支撑在多层钢框架中的应用研究[J].钢结构,2008,23(10):5-9.ZHANG Xian-jiang,HUANG Kun.Applied Researchon Buckling-restrained Braces for Multi-story SteelFrame[J].Steel Construction,2008,23(10):5-9.
[32]KIM J,CHOI H.Behavior and Design of Structureswith Buckling Restrained Braces[J].EngineeringStructures,2004,26(6):693-706.
[33]高向宇,李永梅,张慧,等.考虑防屈曲支撑力学参数非对称性的有效阻尼比[J].建筑结构,2008,38(3):96-100.GAO Xiang-yu,LI Yong-mei,ZHANG Hui,et al.Study on Effective Damping Ratio of Buckling-re-strained Brace with Asymmetrically Mechanical Prop-erties[J].Building Structure,2008,38(3):96-100.
[34]GB 50011—2001,建筑抗震设计规范[S].GB 50011—2001,Code for Seismic Design of Build-ings[S].
[35]杨秋鸣.防屈曲支撑框架体系按延性方法设计探讨[J].山西建筑,2008,34(32):97-98.YANG Qiu-ming.Research on the Method of Ductili-ty in Buckling Restrained Braced Frame System[J].Shanxi Architecture,2008,34(32):97-98.
[36]吴勇.一字内芯全钢防屈曲支撑的有限元分析[J].低温建筑技术,2009(9):78-80.WU Yong.The Research on the Finite Element Analy-sis of a Rectangle Section Buckling-restrained Braces[J].Low Temperature Architecture Technology,2009(9):78-80.
[37]王华琪,丁洁民,姚兴华.防屈曲支撑理论分析与有限元模拟[J].沈阳建筑大学学报:自然科学版,2008,24(2):191-195.WANG Hua-qi,DING Jie-min,YAO Xing-hua.The-oretical and Finite Element Analysis of Buckling-re-strained Braces[J].Journal of Shenyang Jianzhu Uni-versity:Natural Science,2008,24(2):191-195.
[38]王秀丽,苏成江.约束屈曲支撑受力性能及高阶模态分析[J].兰州理工大学学报,2007,33(5):105-108.WANG Xiu-li,SU Cheng-jiang.Analysis of Mechan-ical Behavior and High-order Mode of Buckling-re-strained Bracing[J].Journal of Lanzhou University ofTechnology,2007,33(5):105-108.
[39]AIKEN I,KIMURA I.The Use of Buckling-restrain-ed Braces in the United States[C]//Tokyo Instituteof Technology.Proceedings of the Japan Passive Con-trol Symposium.Yokohama:Tokyo Institute of Tech-nology,2001:1-8.
[40]SABELLI R,AIKEN I.U.S.Building-code Provisionsfor Buckling-restrained Braced Frames:Basis and De-velopment[C]//CAEE.Proceedings of the 13thWorld Conference on Earthquake Engineering.Van-couver:CAEE,2004:1-11.
[41]孙建华,罗开海,王亚勇,等.含屈曲约束耗能支撑的高层建筑地震作用效应分析[J].工程抗震与加固改造,2007,29(4):1-8,12.SUN Jian-hua,LUO Kai-hai,WANG Ya-yong,et al.Analysis of the Earthquake Load Effects of a High-rise Building with Buckling Restrained Energy-dissi-pation Braces(BREB)Include[J].Earthquake Resist-ant Engineering and Retrofitting,2007,29(4):1-8,12.
[42]胡大柱,尤毓慧,邵宏政.屈曲约束耗能支撑在教学楼加固工程中的应用[J].工程抗震与加固改造,2009,31(6):88-92,83.HU Da-zhu,YOU Yu-hui,SHAO Hong-zheng.TheApplication of Buckling-restrained-braces in theClassroom Building Seismic Retrofitting[J].Earth-quake Resistant Engineering and Retrofitting,2009,31(6):88-92,83.
[43]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(5):29-33.ZHOU Jian-long,WANG Da-sui,JIANG Wen-wei,et al.Research on Application of Buckling RestrainedBraces in the EXPO Center[J].Building Structure,2009,39(5):29-33.
[44]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):5-7.LI Pei-bin,LOU Yu,ZHAO Guang-peng,et al.UsingUnbonded Braces in Aseismatic Design for Steel Towerof Beijing Yintai Center[J].Building Structure,2007,37(11):5-7.
[45]赵广鹏,李培彬,吕佐超,等.北京银泰中心钢结构主楼结构设计[J].建筑结构,2007,37(11):1-4.ZHAO Guang-peng,LI Pei-bin,LU Zuo-chao,et al.Structural Design of Super-high Steel Building of Bei-jing Yintai Center[J].Building Structure,2007,37(11):1-4.
[46]徐继东,吉小萍,黄坤耀,等.组合套管式新型防屈曲耗能支撑试验研究及工程应用[J].建筑结构,2010,40(1):44-46,5.XU Ji-dong,JI Xiao-ping,HUANG Kun-yao,et al.Experimental Study and Application of a New-typeBuckling Restrained Brace with Combined SectionSteel as Sleeve[J].Building Structure,2010,40(1):44-46,5.
[2]刘建彬.防屈曲支撑及防屈曲支撑钢框架设计理论研究[D].北京:清华大学,2005.LIU Jian-bin.Research on the Design Theory of Buckling-restrained Braces and Buckling-restrainedBraced Frames[D].Beijing:Tsinghua University,2005.
[3]赵俊贤,吴斌.防屈曲支撑的工作机理及稳定性设计方法[J].地震工程与工程振动,2009,29(3):131-139.ZHAO Jun-xian,WU Bin.Working Mechanism andStability Design Methods of Buckling-restrainedBraces[J].Journal of Earthquake Engineering andEngineering Vibration,2009,29(3):131-139.
[4]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.ZHOU Yun.Design and Application of Buckling-re-strained Brace Structure[M].Beijing:China Architec-ture&Building Press,2007.
[5]汪家铭,中岛正爱,陆烨.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.UANG C M,NAKASHIMA M,LU Ye.The Practiceand Research Development of Buckling-restrainedBraced Frames[J].Progress in Steel Building Struc-tures,2005,7(1):1-12.
[6]赵俊贤.无黏结内藏钢板支撑剪力墙滞回性能试验及工作性能研究[D].哈尔滨:哈尔滨工业大学,2007.ZHAO Jun-xian.Numerical Analysis on HystereticBehavior of Unbonded Steel Plate Brace Encased inReinforced Concrete Panel[D].Harbin:Harbin Insti-tute of Technology,2007.
[7]WAKABAYASHI M,NAKAMURA T.Experimen-tal Study of Elasto-plastic Properties of Precast Con-crete Wall Panels with Built-in Insulating Braces[C]//AIJ.Summaries of Technical Papers of AnnualMeeting.Tokyo:AIJ,1973:1041-1044.
[8]MOCHIZUKI S,MURATA Y.Experimental Studyon Buckling of Unbonded Braces Under Axial Forces[C]//AIJ.Summaries of Technical Papers of AnnualMeeting.Tokyo:AIJ,1979:1623-1626.
[9]KUWAHARA S,TADA M,YONEYAMA T,et al.A Study on Stiffening Capacity of Double-tube Mem-bers[J].Journal of Structural and Construction Engi-neering,1993,58(445):151-158.
[10]IWATA M,ATO T,WADA A.Buckling-restrainedBraces as Hysteretic Dampers[C]//STESSA.Pro-ceedings of STESSA 2000.Rotterdam:Balkema A A,2000:33-38.
[11]KOETAKA Y,NARIHARA H.Experimental Studyon Buckling Restrained Braces[C]//AIJ.Summariesof Technical Papers of Annual Meeting(Ⅲ).Tokyo:AIJ,2000:911-914.
[12]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.TSAI K C,HWANG Y C,WENG C S.Seismic Per-formance and Applications of Double-tube Buckling-restrained Braces[J].Progress in Steel BuildingStructures,2005,7(3):1-8.
[13]孔祥雄.新型屈曲约束支撑抗震性能研究[D].北京:中国建筑科学研究院,2009.KONG Xiang-xiong.Study on Seismic Behavior of aNew Type of Buckling-restrained Braces[D].Beijing:China Building Scientific Research Institute,2009.
[14]MURAI M,KOBAYASHI F,NADA T,et al.Experi-mental Study on Buckling-restrained Braces UsingSteel Mortar Planks[C]//AIJ.Transactions of AIJ569.East Sea:AIJ,2003:105-110.
[15]李妍.防屈曲支撑的抗震性能及子结构试验方法[D].哈尔滨:哈尔滨工业大学,2007.LI Yan.Seismic Performance of Buckling-restrainedBraces and Substructure Testing Methods[D].Har-bin:Harbin Institute of Technology,2007.
[16]NAKAMURA M,YAMASHITA T,MURAI M,et al.Experimental Study on Buckling-restrainedBraces Using Steel Mortar Planks:Adjusting theYield Strength and Axial Stiffness of Buckling-re-strained Braces by Decreasing the Core Plate Cross-sectional Area and Increasing End Thickness[C]//AIJ.Transactions of AIJ 629.Tokyo:AIJ,2008:1143-1150.
[17]HAGINOYA M,NGAO T,TAGUCHI T,et al.Stud-ies on Buckling-restrained Bracing Using Triple SteelTubes[C]//AIJ.Transactions of AIJ 588.Tokyo:AIJ,2005:1011-1014.
[18]MATSUSHIMA N,NGAO T.Studies on Buckling-restrained Bracing Using Triple Steel Tubes[C]//AIJ.Transactions of AIJ 635.Tokyo:AIJ,2009:869-870.
[19]刘丹卉.防屈曲支撑及连接的构造研究与抗震性能试验研究[D].北京:北京工业大学,2008.LIU Dan-hui.Design and Analysis of Seismic Per-formance of Buckling-restrained Braces and Connector[D].Beijing:Beijing University of Technology,2008.
[20]张腾龙.防屈曲支撑框架结构设计及消能减震效果分析研究[D].北京:北京工业大学,2009.ZHANG Teng-long.Design and Analysis of SeismicPerformance of Buckling-restrained Braced Frames[D].Beijing:Beijing University of Technology,2009.
[21]余绍锋,郑维科,邓长根.新型抑制屈曲支撑构造及稳定性研究[J].结构工程师,2008,24(3):55-59.YU Shao-feng,ZHENG Wei-ke,DENG Chang-gen.Research on Construction and Stability of a New-styleBRB[J].Structural Engineers,2008,24(3):55-59.
[22]余绍锋,郑维科,邓长根.新型抑制屈曲支撑极限承载力分析[J].结构工程师,2008,24(4):40-43,75.YU Shao-feng,ZHENG Wei-ke,DENG Chang-gen.Ultimate Bearing Capacity Analysis of a New-styleBuckling Restrained Brace[J].Structural Engineers,2008,24(4):40-43,75.
[23]郑维科.新型抑制屈曲支撑在结构工程中应用若干理论问题研究[D].上海:同济大学,2007.ZHENG Wei-ke.Investigations on the Application ofNew-style Buckling Restrained Brace in Structure En-gineering[D].Shanghai:Tongji University,2007.
[24]周云,钱洪涛,褚洪民,等.新型防屈曲耗能支撑设计原理与性能研究[J].土木工程学报,2009,42(4):64-71.ZHOU Yun,QIAN Hong-tao,CHU Hong-min,et al.A Study on the Design Principle and Performance of aNew Type of Buckling-resistant Brace[J].China CivilEngineering Journal,2009,42(4):64-71.
[25]殷占忠,王秀丽,李晓东.带接触环的双钢管约束屈曲支撑有限元分析[J].兰州理工大学学报,2008,34(5):122-126.YIN Zhan-zhong,WANG Xiu-li,LI Xiao-dong.FiniteElement Analysis of Double-steel-tube Buckling Re-stricting Braces with Contact-ring[J].Journal ofLanzhou University of Technology,2008,34(5):122-126.
[26]殷占忠.带有约束屈曲支撑杆件空间网壳结构抗震性能分析与试验研究[D].兰州:兰州理工大学,2008.YIN Zhan-zhong.Analysis and Experimental Study ofSeismic Performances for Latticed Shell Structureswith Buckling Restrained Brace[D].Lanzhou:Lanzhou University of Technology,2008.
[27]郭彦林,江磊鑫.型钢组合装配式防屈曲支撑性能及设计方法研究[J].建筑结构,2010,40(1):30-37.GUO Yan-lin,JIANG Lei-xin.Behavior and Applica-tion of Buckling-restrained Braces Assembled withSection Steels[J].Building Structure,2010,40(1):30-37.
[28]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 Xiang-yu,DU Hai-yan,ZHANG Hui,et al.Ex-perimental Study on Seismic Performance of Bucklingrestrained Brace Made of Q235 Hot-rolled Steel inChina[J].Building Structure,2008,38(3):91-95.
[29]王秀丽,陈祥勇,殷占忠.约束屈曲支撑对K6型球面网壳减震效果的分析[J].甘肃科学学报,2007,19(1):122-126.WANG Xiu-li,CHEN Xiang-yong,YIN Zhan-zhong.An Analysis of Seismic Vibration Reduction of K6Spherical Latticed Shell by Means of Buckling-re-strained Braces[J].Journal of Gansu Sciences,2007,19(1):122-126.
[30]王秀丽,高森,潘霞.约束屈曲支撑(BRBs)在单层柱壳振动控制中的应用研究[J].建筑科学,2007,23(7):34-38,42.WANG Xiu-li,GAO Sen,PAN Xia.Research on Vi-bration Control of Single Layer Cylindrical LatticeShells with BRBs[J].Building Science,2007,23(7):34-38,42.
[31]张宪江,黄昆.约束屈曲支撑在多层钢框架中的应用研究[J].钢结构,2008,23(10):5-9.ZHANG Xian-jiang,HUANG Kun.Applied Researchon Buckling-restrained Braces for Multi-story SteelFrame[J].Steel Construction,2008,23(10):5-9.
[32]KIM J,CHOI H.Behavior and Design of Structureswith Buckling Restrained Braces[J].EngineeringStructures,2004,26(6):693-706.
[33]高向宇,李永梅,张慧,等.考虑防屈曲支撑力学参数非对称性的有效阻尼比[J].建筑结构,2008,38(3):96-100.GAO Xiang-yu,LI Yong-mei,ZHANG Hui,et al.Study on Effective Damping Ratio of Buckling-re-strained Brace with Asymmetrically Mechanical Prop-erties[J].Building Structure,2008,38(3):96-100.
[34]GB 50011—2001,建筑抗震设计规范[S].GB 50011—2001,Code for Seismic Design of Build-ings[S].
[35]杨秋鸣.防屈曲支撑框架体系按延性方法设计探讨[J].山西建筑,2008,34(32):97-98.YANG Qiu-ming.Research on the Method of Ductili-ty in Buckling Restrained Braced Frame System[J].Shanxi Architecture,2008,34(32):97-98.
[36]吴勇.一字内芯全钢防屈曲支撑的有限元分析[J].低温建筑技术,2009(9):78-80.WU Yong.The Research on the Finite Element Analy-sis of a Rectangle Section Buckling-restrained Braces[J].Low Temperature Architecture Technology,2009(9):78-80.
[37]王华琪,丁洁民,姚兴华.防屈曲支撑理论分析与有限元模拟[J].沈阳建筑大学学报:自然科学版,2008,24(2):191-195.WANG Hua-qi,DING Jie-min,YAO Xing-hua.The-oretical and Finite Element Analysis of Buckling-re-strained Braces[J].Journal of Shenyang Jianzhu Uni-versity:Natural Science,2008,24(2):191-195.
[38]王秀丽,苏成江.约束屈曲支撑受力性能及高阶模态分析[J].兰州理工大学学报,2007,33(5):105-108.WANG Xiu-li,SU Cheng-jiang.Analysis of Mechan-ical Behavior and High-order Mode of Buckling-re-strained Bracing[J].Journal of Lanzhou University ofTechnology,2007,33(5):105-108.
[39]AIKEN I,KIMURA I.The Use of Buckling-restrain-ed Braces in the United States[C]//Tokyo Instituteof Technology.Proceedings of the Japan Passive Con-trol Symposium.Yokohama:Tokyo Institute of Tech-nology,2001:1-8.
[40]SABELLI R,AIKEN I.U.S.Building-code Provisionsfor Buckling-restrained Braced Frames:Basis and De-velopment[C]//CAEE.Proceedings of the 13thWorld Conference on Earthquake Engineering.Van-couver:CAEE,2004:1-11.
[41]孙建华,罗开海,王亚勇,等.含屈曲约束耗能支撑的高层建筑地震作用效应分析[J].工程抗震与加固改造,2007,29(4):1-8,12.SUN Jian-hua,LUO Kai-hai,WANG Ya-yong,et al.Analysis of the Earthquake Load Effects of a High-rise Building with Buckling Restrained Energy-dissi-pation Braces(BREB)Include[J].Earthquake Resist-ant Engineering and Retrofitting,2007,29(4):1-8,12.
[42]胡大柱,尤毓慧,邵宏政.屈曲约束耗能支撑在教学楼加固工程中的应用[J].工程抗震与加固改造,2009,31(6):88-92,83.HU Da-zhu,YOU Yu-hui,SHAO Hong-zheng.TheApplication of Buckling-restrained-braces in theClassroom Building Seismic Retrofitting[J].Earth-quake Resistant Engineering and Retrofitting,2009,31(6):88-92,83.
[43]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(5):29-33.ZHOU Jian-long,WANG Da-sui,JIANG Wen-wei,et al.Research on Application of Buckling RestrainedBraces in the EXPO Center[J].Building Structure,2009,39(5):29-33.
[44]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):5-7.LI Pei-bin,LOU Yu,ZHAO Guang-peng,et al.UsingUnbonded Braces in Aseismatic Design for Steel Towerof Beijing Yintai Center[J].Building Structure,2007,37(11):5-7.
[45]赵广鹏,李培彬,吕佐超,等.北京银泰中心钢结构主楼结构设计[J].建筑结构,2007,37(11):1-4.ZHAO Guang-peng,LI Pei-bin,LU Zuo-chao,et al.Structural Design of Super-high Steel Building of Bei-jing Yintai Center[J].Building Structure,2007,37(11):1-4.
[46]徐继东,吉小萍,黄坤耀,等.组合套管式新型防屈曲耗能支撑试验研究及工程应用[J].建筑结构,2010,40(1):44-46,5.XU Ji-dong,JI Xiao-ping,HUANG Kun-yao,et al.Experimental Study and Application of a New-typeBuckling Restrained Brace with Combined SectionSteel as Sleeve[J].Building Structure,2010,40(1):44-46,5.
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