支撑框架结构中支撑形式综述
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摘要
对国内外支撑框架结构中的支撑形式进行回顾和比较,主要介绍7类支撑(中心支撑、偏心支撑、斜隅支撑、防屈曲支撑、附设耗能器支撑、自复位支撑和索系支撑)的基本原理、研究现状和存在的问题,在总结的基础上提出各类支撑的相互关系和应用范围。
Seven bracing forms in braced frame structures are reviewed and compared,including concentrical brace,eccentric brace,knee brace,buckling restrained brace,extra damper brace,self-centering brace and cable brace.Fundamental principle,state-of-the-art of study and existing problems of each kind of the braces are introduced.Mutual relationship and range of application of the braces are summarized.
Seven bracing forms in braced frame structures are reviewed and compared,including concentrical brace,eccentric brace,knee brace,buckling restrained brace,extra damper brace,self-centering brace and cable brace.Fundamental principle,state-of-the-art of study and existing problems of each kind of the braces are introduced.Mutual relationship and range of application of the braces are summarized.
引文
[1]陈肇元,钱稼茹.汶川地震建筑震害调查与灾后重建分析报告[M].北京:中国建筑工业出版社,2008:51-54.
[2]于翔.X型中心支撑钢框架的结构影响系数[D].苏州:苏州科技学院,2007.
[3]米旭峰.交叉支撑内力取值方法对结构抗震性能的影响[J].兰州理工大学学报,2009,35(2):110-115.
[4]童根树,饶芝英.双层纵向柱列支撑的设计要求[J].建筑钢结构进展,2007,9(3):50-57.
[5]沈祖炎,王革,李国强.交叉钢支撑滞回特性分析[J].上海力学,1992,13(3):1-8.
[6]Tremblay R,Archambault M,Filiatrault A.Seismic Response ofConcentrically Braced Steel Frames Made with Rectangular HollowBracing Members[J].Journal of Structural Engineering,2003,129(12):1626-1636.
[7]日本建筑学会.钢构造限界状态设计指针.同解说[M].2002.
[8]Sritawat Kitipornchai,David L Finch.Stiffness Requirements forCross Bracing[J].Journal of Structural Engineering,1986,112(12):2702-2707.
[9]Ali Davaran.Effective Length Factor for Discontinuous X-BracingSystems[J].Journal of Engineering Mechanics,1998,127(2):106-112.
[10]陈炯,姚忠,路志浩.钢结构中心支撑框架的抗震承载力设计[J].钢结构,2008,23(9):59-64.
[11]Thambirajah Balendra,Kai-Yang Lam.Behavior of EccentricallyBraced Frame by Pseudo-Dynamic Test[J].Journal of StructuralEngineering,1987,113(4):673-688.
[12]Ricles M,Popov P.Inelastic Link Element for EBF SeismicAnalysis[J].Journal of Structural Engineering,1994,120(2):441-463.
[13]Richards W,Chia-Ming Uang.Effect of Flange Width-ThicknessRatio on Eccentrically Braced Frames Link Cyclic Rotation[J].Journal of Structural Engineering,2005,131(10):1546-1552.
[14]吴华英.钢支撑框架抗侧力性能试验研究及有限元分析[D].武汉:武汉理工大学,2003.
[15]Taichiro Okazaki,Engelhardt D.Experimental Investigation ofLink-to-Column Connections in Eccentrically Braced Frames[J].Journal of Constructional Steel Research,2009,65(7):1401-1412.
[16]Berman W,Michel Bruneau.Experimental and AnalyticalInvestigation of Tubular Links for Eccentrically Braced Frames.Engineering Structures,2007,29(8):1929-1938.
[17]Prinz G S,Richards P W.Eccentrically Braced Frame Links withReduced Web Sections[J].Journal of Constructional SteelResearch,2009,65(10):1971-1978.
[18]孟亮.Y型偏心支撑框架循环荷载下滞回性能研究及设计建议[D].西安:西安建筑科技大学,2005.
[19]Murat Dicleli,Anshu Mehta.Efficient Energy Dissipating Steel-Braced Frame to Resist Seismic Loads[J].Journal of StructuralEngineering,2007,133(7):969-981.
[20]Dario J,Aristizabal-Ochoa.Disposable Knee Bracing:Improvement in Seismic Design of Steel Frames[J].Journal ofStructural Engineering,1986,112(7):1544-1552.
[21]Massood Mofid,Mehrdad Lotfollahi.On the Characteristics of NewDuctile Knee Bracing Systems[J].Journal of Constructional SteelResearch,2006,62(3):271-281.
[22]童根树,黄金桥.隅撑支撑框架结构的性能及其设计方法[J].建筑钢结构进展,2008,10(5):45-52.
[23]李庆松,黄真,陈龙珠.斜隅支撑框架体系的弹塑性受力分析[J].工业建筑,2005,35(5):85-87.
[24]Mehrdad Lotfollahi,Massood Mofid.On the Design of New DuctileKnee Bracing[J].Journal of Constructional Steel Research,2006,62(3):282-294.
[25]Balendra T,Lim E L,Liaw C Y.Large-Scale Seismic Testing ofKnee-Brace-Frame[J].Journal of Structural Engineeing,1997,123(1):11-19.
[26]Massood Mofid,Peyman Khosravi.Non-Linear Analysis ofDisposable Knee Bracing[J].Computers and Structures,2000,75(1):65-72.
[27]Sabelli R,Mahin S,Chang C.Seismic Demands on Steel BracedFrame Buildings with Buckling Restrained Braces[J].Engineering Structures,2003,25(5):655-666.
[28]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.
[29]高向宇,王永贵,刘丹卉.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.
[30]赵俊贤,吴斌,欧进萍.一种新型全钢防屈曲支撑抗震性能的试验研究[C]∥第18届全国结构工程学术会议论文集.2009:303-309.
[31]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.
[32]Toru Takeuchi,Mari Ida,Satoshi Yamada.Estimation ofCumulative Deformation Capacity of Buckling Restrained Braces[J].Journal of Structural Engineering,2008,134(5):822-831.
[33]Blake Andrews,Larry Fahnestock,Junho Song.Ductility CapacityModels for Buckling Restrained Braces[J].Journal ofConstructional Steel Research,2009,65(8):1712-1720.
[34]Larry Fahnestock,James Ricles,Richard Sause.ExperimentalEvaluation of a Large-Scale Buckling-Restrained Braced Frame[J].Journal of Structural Engineering,2007,133(9):1205-1214.
[35]Keh-Chyuan Tsai,Po-Chien Hsiao.Pseudo-Dynamic Tests of aFull-Scale CFT/BRB Frame-PartⅠ:Specimen Design,Experiment and Analysis[J].Earthquake Engineering andStructural Dynamics,2008,37(7):1081-1098.
[36]Keh-Chyuan Tsai,Po-Chien Hsiao.Pseudo-Dynamic Tests of aFull-Scale CFT/BRB Frame-PartⅡ:Seismic Performance ofBuckling-Restrained Braces and Connections[J].EarthquakeEngineering and Structural Dynamics,2008,37(7):1099-1115.
[37]Jeffrey Berman,Michel Bruneau.Cyclic Testing of a BucklingRestrained Braced Frame with Unconstrained Gusset Connection[J].Journal of Structural Engineering,2009,135(12):1499-1510.
[38]Ramiro Vargas,Michel Bruneau.Experimental Response ofBuildings Designed with Metallic Structural Fuses II[J].Journalof Structural Engineering,2009,135(4):394-403.
[39]汤统壁,周云,杨波.摩擦耗能器的类型与性能及其在实际工程中的应用[J].世界地震工程,2008,24(1):47-55.
[40]Zhu Songye,Zhang Yunfeng.Seismic Behaviour of Self-CentringBraced Frame Buildings with Reusable Hysteretic Damping Brace[J].Earthquake Engineering and Structural Dynamics,2007,36(10):1329-1346.
[41]Mauro Dolce,Donatello Cardone.Shaking Table Tests onReinforced Concrete Frames Without and with Passive ControlSystems[J].Earthquake Engineering and Structural Dynamics,2005,34(14):1687-1717.
[42]Hou Xingguo,Hiroshi Tagawa.Displacement-Restraint Bracingfor Seismic Retrofit of Steel Moment Frames[J].Journal ofConstructional Steel Research,2009,65(5):1096-1104.
[2]于翔.X型中心支撑钢框架的结构影响系数[D].苏州:苏州科技学院,2007.
[3]米旭峰.交叉支撑内力取值方法对结构抗震性能的影响[J].兰州理工大学学报,2009,35(2):110-115.
[4]童根树,饶芝英.双层纵向柱列支撑的设计要求[J].建筑钢结构进展,2007,9(3):50-57.
[5]沈祖炎,王革,李国强.交叉钢支撑滞回特性分析[J].上海力学,1992,13(3):1-8.
[6]Tremblay R,Archambault M,Filiatrault A.Seismic Response ofConcentrically Braced Steel Frames Made with Rectangular HollowBracing Members[J].Journal of Structural Engineering,2003,129(12):1626-1636.
[7]日本建筑学会.钢构造限界状态设计指针.同解说[M].2002.
[8]Sritawat Kitipornchai,David L Finch.Stiffness Requirements forCross Bracing[J].Journal of Structural Engineering,1986,112(12):2702-2707.
[9]Ali Davaran.Effective Length Factor for Discontinuous X-BracingSystems[J].Journal of Engineering Mechanics,1998,127(2):106-112.
[10]陈炯,姚忠,路志浩.钢结构中心支撑框架的抗震承载力设计[J].钢结构,2008,23(9):59-64.
[11]Thambirajah Balendra,Kai-Yang Lam.Behavior of EccentricallyBraced Frame by Pseudo-Dynamic Test[J].Journal of StructuralEngineering,1987,113(4):673-688.
[12]Ricles M,Popov P.Inelastic Link Element for EBF SeismicAnalysis[J].Journal of Structural Engineering,1994,120(2):441-463.
[13]Richards W,Chia-Ming Uang.Effect of Flange Width-ThicknessRatio on Eccentrically Braced Frames Link Cyclic Rotation[J].Journal of Structural Engineering,2005,131(10):1546-1552.
[14]吴华英.钢支撑框架抗侧力性能试验研究及有限元分析[D].武汉:武汉理工大学,2003.
[15]Taichiro Okazaki,Engelhardt D.Experimental Investigation ofLink-to-Column Connections in Eccentrically Braced Frames[J].Journal of Constructional Steel Research,2009,65(7):1401-1412.
[16]Berman W,Michel Bruneau.Experimental and AnalyticalInvestigation of Tubular Links for Eccentrically Braced Frames.Engineering Structures,2007,29(8):1929-1938.
[17]Prinz G S,Richards P W.Eccentrically Braced Frame Links withReduced Web Sections[J].Journal of Constructional SteelResearch,2009,65(10):1971-1978.
[18]孟亮.Y型偏心支撑框架循环荷载下滞回性能研究及设计建议[D].西安:西安建筑科技大学,2005.
[19]Murat Dicleli,Anshu Mehta.Efficient Energy Dissipating Steel-Braced Frame to Resist Seismic Loads[J].Journal of StructuralEngineering,2007,133(7):969-981.
[20]Dario J,Aristizabal-Ochoa.Disposable Knee Bracing:Improvement in Seismic Design of Steel Frames[J].Journal ofStructural Engineering,1986,112(7):1544-1552.
[21]Massood Mofid,Mehrdad Lotfollahi.On the Characteristics of NewDuctile Knee Bracing Systems[J].Journal of Constructional SteelResearch,2006,62(3):271-281.
[22]童根树,黄金桥.隅撑支撑框架结构的性能及其设计方法[J].建筑钢结构进展,2008,10(5):45-52.
[23]李庆松,黄真,陈龙珠.斜隅支撑框架体系的弹塑性受力分析[J].工业建筑,2005,35(5):85-87.
[24]Mehrdad Lotfollahi,Massood Mofid.On the Design of New DuctileKnee Bracing[J].Journal of Constructional Steel Research,2006,62(3):282-294.
[25]Balendra T,Lim E L,Liaw C Y.Large-Scale Seismic Testing ofKnee-Brace-Frame[J].Journal of Structural Engineeing,1997,123(1):11-19.
[26]Massood Mofid,Peyman Khosravi.Non-Linear Analysis ofDisposable Knee Bracing[J].Computers and Structures,2000,75(1):65-72.
[27]Sabelli R,Mahin S,Chang C.Seismic Demands on Steel BracedFrame Buildings with Buckling Restrained Braces[J].Engineering Structures,2003,25(5):655-666.
[28]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.
[29]高向宇,王永贵,刘丹卉.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.
[30]赵俊贤,吴斌,欧进萍.一种新型全钢防屈曲支撑抗震性能的试验研究[C]∥第18届全国结构工程学术会议论文集.2009:303-309.
[31]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.
[32]Toru Takeuchi,Mari Ida,Satoshi Yamada.Estimation ofCumulative Deformation Capacity of Buckling Restrained Braces[J].Journal of Structural Engineering,2008,134(5):822-831.
[33]Blake Andrews,Larry Fahnestock,Junho Song.Ductility CapacityModels for Buckling Restrained Braces[J].Journal ofConstructional Steel Research,2009,65(8):1712-1720.
[34]Larry Fahnestock,James Ricles,Richard Sause.ExperimentalEvaluation of a Large-Scale Buckling-Restrained Braced Frame[J].Journal of Structural Engineering,2007,133(9):1205-1214.
[35]Keh-Chyuan Tsai,Po-Chien Hsiao.Pseudo-Dynamic Tests of aFull-Scale CFT/BRB Frame-PartⅠ:Specimen Design,Experiment and Analysis[J].Earthquake Engineering andStructural Dynamics,2008,37(7):1081-1098.
[36]Keh-Chyuan Tsai,Po-Chien Hsiao.Pseudo-Dynamic Tests of aFull-Scale CFT/BRB Frame-PartⅡ:Seismic Performance ofBuckling-Restrained Braces and Connections[J].EarthquakeEngineering and Structural Dynamics,2008,37(7):1099-1115.
[37]Jeffrey Berman,Michel Bruneau.Cyclic Testing of a BucklingRestrained Braced Frame with Unconstrained Gusset Connection[J].Journal of Structural Engineering,2009,135(12):1499-1510.
[38]Ramiro Vargas,Michel Bruneau.Experimental Response ofBuildings Designed with Metallic Structural Fuses II[J].Journalof Structural Engineering,2009,135(4):394-403.
[39]汤统壁,周云,杨波.摩擦耗能器的类型与性能及其在实际工程中的应用[J].世界地震工程,2008,24(1):47-55.
[40]Zhu Songye,Zhang Yunfeng.Seismic Behaviour of Self-CentringBraced Frame Buildings with Reusable Hysteretic Damping Brace[J].Earthquake Engineering and Structural Dynamics,2007,36(10):1329-1346.
[41]Mauro Dolce,Donatello Cardone.Shaking Table Tests onReinforced Concrete Frames Without and with Passive ControlSystems[J].Earthquake Engineering and Structural Dynamics,2005,34(14):1687-1717.
[42]Hou Xingguo,Hiroshi Tagawa.Displacement-Restraint Bracingfor Seismic Retrofit of Steel Moment Frames[J].Journal ofConstructional Steel Research,2009,65(5):1096-1104.
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