[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-dimensional Vibration Control[M].Beijing:Science Press,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-restrained Braced 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 and Stability Design Methods of Buckling-restrained Braces[J].Journal of Earthquake Engineering and Engineering 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-restrained Brace Structure[M].Beijing:China Architecture & 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 Practice and Research Development of Buckling-restrained Braced Frames[J].Progress in Steel Building Structures,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 Hysteretic Behavior of Unbonded Steel Plate Brace Encased in Reinforced Concrete Panel[D].Harbin:Harbin Institute of Technology,2007.
[7]WAKABAYASHI M,NAKAMURA T.Experimental Study of Elasto-plastic Properties of Precast Concrete Wall Panels with Built-in Insulating Braces[C]//AIJ.Summaries of Technical Papers of Annual Meeting.Tokyo:AIJ,1973:1041-1044.
[8]MOCHIZUKI S,MURATA Y.Experimental Study on Buckling of Unbonded Braces Under Axial Forces[C]//AIJ.Summaries of Technical Papers of Annual Meeting.Tokyo:AIJ,1979:1623-1626.
[9]KUWAHARA S,TADA M,YONEYAMA T,et al.A Study on Stiffening Capacity of Double-tube Members[J].Journal of Structural and Construction Engineering,1993,58(445):151-158.
[10]IWATA M,ATO T,WADA A.Buckling-restrained Braces as Hysteretic Dampers[C]//STESSA.Proceedings of STESSA 2000.Rotterdam:Balkema A A,2000:33-38.
[11]KOETAKA Y,NARIHARA H.Experimental Study on Buckling Restrained Braces[C]//AIJ.Summaries of 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 Performance and Applications of Double-tube Buckling-restrained Braces[J].Progress in Steel Building Structures,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 a New Type of Buckling-restrained Braces[D].Beijing:China Building Scientific Research Institute,2009.
[14]MURAI M,KOBAYASHI F,NADA T,et al.Experimental Study on Buckling-restrained Braces Using Steel Mortar Planks[C]//AIJ.Transactions of AIJ 569.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-restrained Braces and Substructure Testing Methods[D].Harbin:Harbin Institute of Technology,2007.
[16]NAKAMURA M,YAMASHITA T,MURAI M,et al.Experimental Study on Buckling-restrained Braces Using Steel Mortar Planks:Adjusting the Yield Strength and Axial Stiffness of Buckling-restrained 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.Studies on Buckling-restrained Bracing Using Triple Steel Tubes[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 Performance 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 Seismic Performance 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-style BRB[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-style Buckling 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 of New-style Buckling Restrained Brace in Structure Engineering[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 a New Type of Buckling-resistant Brace[J].China Civil Engineering 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.Finite Element Analysis of Double-steel-tube Buckling Restricting Braces with Contact-ring[J].Journal of Lanzhou 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 of Seismic Performances for Latticed Shell Structures with 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 Application of Buckling-restrained Braces Assembled with Section 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.Experimental Study on Seismic Performance of Buckling-restrained Brace Made of Q235 Hot-rolled Steel in China[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 K6 Spherical Latticed Shell by Means of Buckling-restrained 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 Vibration Control of Single Layer Cylindrical Lattice Shells 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 Research on Buckling-restrained Braces for Multi-story Steel Frame[J].Steel Construction,2008,23(10):5-9.
[32]KIM J,CHOI H.Behavior and Design of Structures with Buckling Restrained Braces[J].Engineering Structures,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-restrained Brace with Asymmetrically Mechanical Properties[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 Buildings[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 Ductility 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-restrained Braces[J].Journal of Shenyang Jianzhu University: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-restrained Bracing[J].Journal of Lanzhou University of Technology,2007,33(5):105-108.
[39]AIKEN I,KIMURA I.The Use of Buckling-restrained Braces in the United States[C]//Tokyo Institute of Technology.Proceedings of the Japan Passive Control Symposium.Yokohama:Tokyo Institute of Technology,2001:1-8.
[40]SABELLI R,AIKEN I.U.S.Building-code Provisions for Buckling-restrained Braced Frames:Basis and Development[C]//CAEE.Proceedings of the 13th World Conference on Earthquake Engineering.Vancouver: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-dissipation Braces(BREB)Include[J].Earthquake Resistant 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.The Application of Buckling-restrained-braces in the Classroom Building Seismic Retrofitting[J].Earthquake 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 Restrained Braces 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.Using Unbonded Braces in Aseismatic Design for Steel Tower of 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 Beijing 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-type Buckling Restrained Brace with Combined Section Steel as Sleeve[J].Building Structure,2010,40(1):44-46,5.