引文
[1]Black C,Makris N and Aiken I.Component testing,stability analysis and characterization of buckling restrained braces[R].Report No.PEER-2002/08,Pacific Earthquake Engineering Research Center,University of California Berkeley,CA,USA,2002.
[2]Inoue K,Sawaisumi S,Higashibata Y.Stiffening requirements for unbonded braces encased in concrete panels[J].ASCE J Struct Eng 2001,127(6):712-719.
[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 Junxian,WU Bin.Working mechanism and stability design methods of buckling-restrained braces[J].Journal of Earthquake Engineering and Engineering Vibration,2009,29(3):131-139.(in Chinese)
[4]郭彦林,刘建彬,蔡益燕,等.结构的耗能减震与防屈曲支撑[J].建筑结构,2005,35(8):18-23.GUO Yanlin,LIU Jianbin,CAI Yiyan,et al.Structural energy dissipation and seismic mitigation method and buckling-restrained brace[J].Building Structure,2005,35(8):18-23.(in Chinese)
[5]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(S):225-233.QIAN Hongtao,CHU Hongmin,DENG Xuesong.Research and application of buckling restrained braces[J].Journal of Disaster Prevention and Mitigation Engineering[J].2007,27(S):225-233.(in Chinese)
[6]杨昌民,牧野俊雄,李宏男.防屈曲支撑的研究进展及其工程应用[J].建筑科学与工程学报,2011,28(4):75-85.YANG Changmin,TOSHIO Makino,LI Hongnan.Research progress and its engineering application of buckling restrained braces[J].Journal of Architecture and Civil Engineering,2011,28(4):75-85.(in Chinese)
[7]周云.防屈曲耗能支撑结构设计与应用[M].中国建筑工业出版社,2007.ZHOU Yun.Design and application of buckling restrained energy dissipation braces[M].China Building Industry Press,2007.(in Chinese)
[8]刘璐,吴斌,李伟,等.一种新型自复位防屈曲支撑的拟静力试验[J].东南大学学报(自然科学版),2012,42(3):536-541.LIU Lu,WU Bin,LI Wei.Cyclic tests of novel self-centering buckling-restrained brace[J].Journal of Southeast University(Natural science edition),2012,42(3):536-541.(in Chinese)
[9]Erochko1 J,Christopoulos C.Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05[J].Journal of Structural Engineering,ASCE,2011,137(5):589-599.
[10]Mauro Dolce,Donatello Cardone,Felice C.Ponzo,et al.Shaking table tests on reinforced concrete frames without and with passive control systems[J].Earthquake Engineering and Structural Dynamics,2005,34(14):1687-1717.
[11]David J.Miller,Larry A.Fahnestock,Matthew R.Eatherton.Self-centering buckling-restrained braces for advanced seismic performance[C]∥Structures Congress,ASCE,2011.
[12]Songye Zhu,Yunfeng Zhang.Seismic behaviour of self-centring braced frame buildings with reusable hysteretic damping brace[J].Earthquake Engineering and Structural Dynamics,2007,36(10):1329-1346.
[13]Songye Zhu,Yunfeng Zhang,Le-Wu Lu.Seismic analysis of steel framed buildings with self-centering friction damping braces[C]∥4th International Conference on Earthquake Engineering,Taipei,Taiwan,October 12-13,2006,Paper No.182.
[14]Songye Zhu,Yunfeng Zhang.Seismic analysis of concentrically braced frame systems with self-centering friction damping braces[J].Journal of Structural Engineering,2008,134(1):121-131.
[15]Osman E.Ozbulut,Stefan Hurlebaus.Application of an SMA-based hybrid control device to 20-story nonlinear benchmark building[J].Earthquake Engineering and Structural Dynamics,2012,41(13):1831-1843.
[16]Yang C S,DesRoches R,Leon R T.Design of hybrid braced frames[J].Structures Congress,ASCE,2010.
[17]Yang C S,DesRoches R,Leon R T.Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices[J].Engineering Structures,2010,32(2):498-507.
[18]Dolce,M.,Cardone,D.,Marnetto,R.Implementation and testing of passive control devices based on shape memory alloys[J].Earthquake Engineering and Structural Dynamics,2000,29(7):945-968.
[19]刘海卿,郭忠武.形状记忆合金自复位混合阻尼器的研制及机理分析[J].振动与冲击,2010,S:381-384.LIU Haiqing,GUO Zhongwu.The development and mechanism analysis of shape memory alloy self-replacement hybrid dampers[J].Journal of Vibration and Shock,2010,S:381-384.(in Chinese)
[20]Christopoulos C,Tremblay R,Kim H J.Self-centering energy dissipative bracing system for the seismic resistance of structures:development and validation[J].Journal of Structural Engineering,2008,134(1):96-107.
[21]Robert Tremblay,Montreal Quebec,Constantin Christopoulos,et al.Self-centering energy dissipative brace apparatus with tensioning elements[P].United States,Pub.No.:US 2008/0016794 A1,2008.
[22]Robert Tremblay,Lacerte M,Christopoulos C.Seismic response of multistory buildings with self-centering energy dissipative steel braces[J].Journal of Structural Engineering,2008,134(1):108-120.
[23]Kammula V,Erochko J,Kwon O.Performance assessment of the self-centering energy dissipative(SCED)bracing system using hybrid simulation[C]∥15WCEE,Lisbon,2012.
[24]宋子文.自复位耗能支撑结构的地震响应分析[D].哈尔滨:哈尔滨工业大学,2010.SONG Ziwen.Seismic response analysis of structures with self-centering energy dissipation braces[D].Harbin:Harbin Institute of Technology,2010.(in Chinese)
[25]潘振华,潘鹏,叶列平,等.自复位钢框架节点有限元模拟及参数分析[J].建筑结构学报,2011,32(3):35-42.PAN Zhenhua,PAN Peng,YE Lieping,et al.Modeling and parametric study of beam-to-column connection for self-centering steel moment frames[J].Journal of Building Structures,2011,32(3):35-42.(in Chinese)
[26]Matthew S.Speicher.Cyclic testing and assessment of shape memory alloy recentering systems[D].Georgia Institute of Technology,2010.
[27]Ma H,Cho C.Feasibility study on a superelastic SMA damper with re-centring capability[J].Materials Science and Engineering,2008,473(1-2):290-296.
[28]Hongwei Ma,Michael C.H.Yam.Modeling of a self-centring damper and its application in structural control[J].Journal of Constructional Steel Research,2011,67(4):656-666.
[29]DAVIDE FUGAZZA.Use of shape-memory alloy devices in earthquake engineering:mechanical properties,advanced constitutive modeling and structural applications[D].Universit`a degli Studi di Pavia,Pavia,2005.
[30]Asgarian B,Moradi S.Seismic response of steel braced frames with shape memory alloy braces[J].Journal of Constructional Steel Research,2011,67(1):65-74.
[31]Jason Mc Cormick,Reginald DesRoches,Davide Fugazza.Seismic assessment of concentrically braced steel frames with shape memory alloy braces[J].Journal of Structural Engineering,2007,133(6):862-870.
[32]Ferdinando Auricchio,Davide Fugazza,Reginald Desroches.Earthquake performance of steel frames with nitinol braces[J].Journal of Earthquake Engineering,2006,10(S1):45-66.
[33]Mehdi Ghassemieh,Ramtin Kargarmoakhar.Response modification factor of steel frames utilizing shape memory alloys[J].Journal of Intelligent Material Systems and Structures,2013,24(10):1213-1225.
[34]Jong Wan Hu,Dong Ho Choi,Dong Keon Kim.Inelastic behavior of smart recentering buckling-restrained braced frames with superelastic shape memory alloy bracing systems[J].Journal of Mechanical Engineering Science,2013,227(4):806-818.
[35]Kari A,Ghassemieh M,Abolmaali S A.A new dual bracing system for improving the seismic behavior of steel structures[J].Smart Materials and Structures,2011,20(12):1-14.
[36]Jason Mc Cormick,Jeff Tyber,Reginald DesRoches,et al.Structural engineering with Ni Ti.II:mechanical behavior and scaling[J].Journal of Engineering Mechanics,2007,133(9):1019-1029.
[37]Justin Ocel,Reginald DesRoches,Roberto T.Leon,et al.Steel beam-column connections using shape memory alloys[J].Journal of Structural Engineering,2004,130(5):732-740.
[38]Jason Mc Cormick,Reginald DesRoches,Davide Fugazza,et al.Seismic vibration control using superelastic shape memory alloys[J].Journal of Engineering Materials and Technology,2006,128(3):294-301.
[39]Alam M S,Youssef M A,Nehdi M L.Exploratory investigation on mechanical anchors for connecting SMA bars to steel or FRP bars[J].Materials and Structures,2010,43(S1):91-107.
[40]陈云,吕西林,蒋欢军.新型耗能增强型形状记忆合金阻尼器减震性能研究[J].湖南大学学报(自然科学版),2013,40(2):31-38.CHEN Yun,LU Xilin,JIANG Huanjun.Seismic performance study on new enhanced energy dissipation SMA damper[J].Journal of Hunan University(Natural Sciences),2013,40(2):31-38.(in Chinese)
[41]陈云,吕西林,蒋欢军.新型耗能增强型SMA阻尼器设计和滞回耗能性能分析[J].中南大学学报(自然科学版),2013,44(6):2527-2536.CHEN Yun,LU Xilin,JIANG Huanjun.Design and hysteretic energy analysis of new enhanced energy dissipation SMA damper[J].Journal of Central South University(Science and Technology),2013,44(6):2527-2536.(in Chinese)