引文
[1]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):1-16.(Wang Jiaming,Nakashima M,Lu Ye.Thepractice and research development of buckling-restrained braced frames(Ⅰ)[J].Progress in SteelBuilding Structures,2005,7(1):1-16.(in Chinese))
[2]郭彦林,刘建彬,蔡益燕,邓科.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,Deng Ke.Structural energy dissipation and seismic mitigationmethod and buckling-restrained brace[J].BuildingStructure,2005,35(8):18-23.(in Chinese))
[3]Kimura K,Takeda Y,Yoshioka K,Furuya N,Takemoto Y.An experimental study on braces encasedin steel tube and mortar[C]//Summaries of TechnicalPapers of Annual Meeting of the Architectural Instituteof Japan,Strucural Engineering Section.Tokyo,Japan:Architectural Institute of Japan,1976:1041-1042.
[4]Mochizuki N,Murata Y,Andou N,Takahashi S.Anexperimental study on buckling of unbonded bracesunder centrally applied loads[C]//Summaries ofTechnical Papers of Annual Meeting of the ArchitecturalInstitute of Japan,Strucural Engineering Section.Tokyo,Japan:Architectural Institute of Japan,1980:1913-1914.
[5]Watanabe A,Hitomoi Y,Saeki E,Wada A,FujimotoM.Properties of braced encased in buckling-restrainingconcrete and steel tube[C]//Proceedings of the NinthWorld Conference on Earthquake Engineering.Tokyo-Kyoto,Japan:Japan Association for EarthquakeDisaster Prevention,1988:719-724.
[6]Fujimoto M,Wada A,Saeki E.A study on theunbonded braces encased in buckling-restrainingconcrete and steel tube[J].Journal of StructuralEngineering,1988,114(2):249-258.
[7]Sridhara B N.Sleeved column-as a basic compressionmember[C]//Proceedings of 4th Internationalconference on steel structures and space frames.Singapore:Singapore Structural Steel Society,1990:181-188.
[8]Kuwahara S,Tada M,Yoneyama T,Imai K.A studyon stiffening capacity of double-tube members[J].Journal of Structural and Construction Engineering,1993,445(3):151-158.
[9]Suzuki T,Ogawa T,Ogasawara T.A study on inelasticbuckling of circular tubes under axial compression withouter constrains[J].Journal of Structural andConstruction Engineering,1994,448(4):137-143.
[10]Hasegawa H,Takeuchi T,Nakata Y,Iwata M,Yamada S,Akiyama H.Experimental study on dynamicbehavior of unbonded braces[J].Journal ofArchitecture and Building Science,1999,114(1448):103-106.
[11]Clark P,Kasai K.Design procedures for buildingsincorporating hysteretic damping devices[C]//Proceedings of 68th Annual Convention.Santa Barbara,California:Structural Engineers Association ofCalifornia,1999:105-112.
[12]Iwata M,Kato T,Wada A.Buckling-restrained bracesas hysteretic dampers[C]//Proceedings of ThirdInternational Conference on Behavior of Steel Structuresin Seismic Areas.Montreal,Canada:Rotterdam andBrookfield,2000:33-38.
[13]Nakamura H,Maeda Y,Sasaki T,Wada A,TakeuchiT,Nakata Y,Iwata M.Fatigue properties of practical-scale unbonded braces[R].Futtsu City,Japan:Nippon Steel Corp.,2000,(82):51-57.
[14]Kobayashi F,Murai M,Iwata M.Experiments oflightened buckling-restrained braces[C]//Summariesof Technical Papers of Annual Meetingof AIJ.Tokai,Japan:Architectural Institute of Japan,2002:549-550.
[15]Manabu H,Tadaharu N,Takashi T,Kazunari T.Studies on buckling-restrained bracing using triple steeltubes:part 1:outline of triple steel tube member andstatic cyclic loading tests[C]//Summaries of TechnicalPapers of Annual Meeting of AIJ.Kinki,Japan:Architectural Institute of Japan,2005:1011-1012.
[16]Kazunari T,Tadaharu N,Takashi T,Manabu H.Studies on buckling-renstrained bracing using triplesteel tubes:part 2:consideration on experimentalresults and FEM analysis[C]//Summaries ofTechnical Papers of Annual Meeting of AIJ.Kinki,Japan:Architectural Institute of Japan,2005:1013-1014.
[17]Takeuchi T,Ida M,Yamada S,Suzuki K.Estimationof cumulative deformation capacity of bucklingrestrained braces[J].Journal of StructuralEngineering,ASCE,2008,134(5):822-831.
[18]Miller D J,Fahnestock L A,Eatherton M R.Self-centering buckling-restrained braces for advancedseismic performance[C]//Proceedings of the 2011Structures Congress.Las Vegas,Nevada:StructuralEngineering Institute of ASCE,2011:960-970.
[19]Chen C C,Wang C H,Hwang T C.Buckling strengthof buckling inhibited braces[C]//Proceedings of the3rd Japan-Korea-Taiwan Joint Seminar on EarthquakeEngineering for Building Structures.Taipei:NationalScience Council and Center for Earthquake EngineeringResearch,2001:265-271.
[20]Tsai K C,Lai J W.A study of buckling restrainedseismic braced frames[J].Structural Engineering,Chinese Society of Structural Engineering,2002,17(2):23-32.
[21]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,2005:22-46.(LiuJianbin.Research on the design theory of buckling-restrained braces and buckling-restrained braced frames[D].Beijing:Tsinghua University,2005:22-46.(inChinese))
[22]田俊.全钢防屈曲支撑的抗震性能[D].哈尔滨:哈尔滨工业大学,2007:9-19.(Tian Jun.Earthquake-resistant behavior of all-steel buckling-restrained braces[D].Harbin:Harbin Institute of Technology,2007:9-19.(in Chinese))
[23]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,2007:20-44.(LiYan.Seismic performance of buckling-restrained bracesand substructure testing methods[D].Harbin:HarbinInstitute of Technology,2007:20-44.(in Chinese))
[24]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.Workingmechanism and stability design methods of buckling-restrained braces[J].Journal of EarthquakeEngineering and Engineering Vibration,2009,29(3):131-139.(in Chinese))
[25]谢强,严承涌,赵亮.屈曲约束支撑设计的刚度与强度准则[J].沈阳建筑大学学报:自然科学版,2009,25(1):95-99.(Xie Qiang,Yan Chengyong,ZhaoLiang.Stiffness and strength criteria for design ofbuckling-restrained braces[J].Journal of ShenyangJianzhu University:Natural Science,2009,25(1):95-99.(in Chinese))
[26]程光煜,叶列平,许秀珍,崔鸿超.防屈曲耗能钢支撑的试验研究[J].建筑结构学报,2008,29(1):31-39.(CHENG Guangyu,YE Lieping,XU Xiuzhen,CUI Hongchao.Experimental research on buckling-restrained brace[J].Journal of Building Structures,2008,29(1):31-39.(in Chinese))
[27]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.北京:中国力学学会结构工程专业委员会,2009:303-309.(Zhao Junxian,Wu Bin,OuJinping.Experimental study on the seismic behavior ofa novel type of all-steel buckling-restrained brace[C]//The 18th National Conference on Structural Engineering.Beijing:Professional Committee of Chinese MechanicalInstitute in Structural Engineering,2009:303-309.(inChinese))