期刊文献+

防屈曲支撑框架结构的设计与分析 被引量:5

Design and Analysis of Buckling Restrained Brace Structure
下载PDF
导出
摘要 防屈曲支撑框架结构作为一种新的耗能减震体系,在国外的研究和应用日趋增多,然而在国内的研究才刚刚起步。以三层三跨的平面钢框架为例,提出防屈曲支撑框架结构的设计流程,着重对设计流程中防屈曲支撑截面积的确定方法进行研究、比较。对不同的支撑布置形式进行分析比较,以给出选择合适的支撑布置形式的依据,为防屈曲支撑框架结构的设计提供依据。 As a new energy dissipation system, the buckling re- strained brace has attracted many interests in foreign countries and its application becomes very popular today. While in China, the study about it has just begun. Taking the three-three plane of steel framework as an example, this paper proposes the design process for the buckling restrained brace, and compares different methods to determine the cross-sectional area of buckling restrained brace, which is an important step in the design process. Further more, this paper analyses different forms of brace layout basis for the choice of a suitable brace layout and the support for the design of buckling restrained brace.
作者 张志阳
出处 《城市轨道交通研究》 2007年第7期49-53,共5页 Urban Mass Transit
关键词 框架结构 防屈曲支撑 设计分析 frame structure, buckling restrained brace, designanalysis, parameter analysis
  • 相关文献

参考文献10

  • 1Yoshino T,Karino Y.Experimental study on shear wall with braces:Part 2.Summaries of technical papers of annual meeting[C]// Architectural Institute of Japan.Structural Engineering Section,1971:403.
  • 2Xie Q.State of the art of buckling-restrained braces in Asia[J].Journal of Constructional Steel Research,2005,61,727-748.
  • 3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. 被引量:189
  • 4Brown P,Aiken D,Jafarzadeh F.Seismic retrofit of Wallance F.Bennett Federal Building[J].Modem Steel Construction,2001,29-37.
  • 5NEHRP Recommended Provisions for Seimic Regulations for New buildings and Other Structures.FEMA450[S].2003.
  • 6AISC.Seismic Provisions for Structural Steel buildings.ANSI/AISC 341-05[S].2005.
  • 7Rafael Sabelli,Warren Pottebaum etc.Design of a Buckling-Restrained Braced Frame Utilizing 2005 Seismic Standards[C] //Metropolis & Beyond 2005.Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering Symposium.New York,NY.2005:655-666.
  • 8Jinkoo Kim,Youngil Seo.Seismic design of low-rise frames with buckling-restrained braces[J].Engineering Structures,2004,26:543-551.
  • 9GB50011-2001.建筑抗震设计规范[S].[S].,..
  • 10NEHRP Recommended Commentary on The Guidelines for The Seismic Rehabilitation of Buildings.FEMA274[S].1997.

二级参考文献31

  • 1[19]Brown, A. P. ,Aiken, I. D. and Jafarazadeh, F. J. (2001).Buckling restrained braces provide the key to the seismic retro fit of the Wallace F. Bennett Federal Building. Modern Steel Construction, August, 29- 37.
  • 2[20]Wada, A. , Connor, J. , Kawai, H. , Iwata, M. , and Watanabe,A. (1992). Damage tolerant structures. Proceedings, 5th U.S. -Japan Workshop on the Improvement of Structural Design and Construction Practices, ATC 15 - 4, Applied Technology Council, San Diego, CA, 27-39.
  • 3[22]Wakabayashi, M. , Nakamura, T. , Kashibara, A. , Morizono,T. And Yokoyama, H. (1973). Experimental study of elastoplastic properties of precast concrete wall panels with built-in insulating braces, Summaries of Technical Papers of Annual Meeting,Architectural Institute of Japan, 1041 - 1044. (in Japanese)
  • 4[23]Inoue,K. and Sawaisumi S. (1992). Bracing design criterion of the reinforced concrete panel including unbonded steel diagonal braces,Journal of Structural and Construction Engineering,Architectural Institute of Japan, 432, 41 49. ( in Japanese)
  • 5[24]Fujimoto, M. , Wada, A. , Saeki, E. , Watanabe, A. , and Hito mi,Y. (1988). A study on the unbonded brace encased in buckling-restraining concrete and steel tube. Journal of Structural Engineering,Architectural Institute of Japan, No. 034B,249-258. (in Japanese)
  • 6[25]Kalyanaraman, V. , Sridhara, B. N. , Mahadevan, K. , (1994).Sleeved column system." Proceedings, SSRC Task Group Meetings and Task Force Sessions, Lehigh University, Bethlehem, PA.
  • 7[26]Prasad,B. (1992). Experimental investigation of sleeved column, Proceedings, 33rd Structural Dynamics and Materials Conference,American Institute of Aeronautics and Astronau tics, Dallas.
  • 8[27]Sridhara,B. N. (1990). Sleeved column-as a basic compression member. Proceedings, 4th International Conference on Steel Structures & Space Frames,Singapore,181 188.
  • 9[28]Clark,P. ,Frank,K. ,Krawinkler,H. ,and Shaw,R. ,(1997).Protocol for fabrication, inspection, testing, and documentation of beam-column connection tests and other experimental specimens. Report No. SAC/BD-97/02, SAC Joint Venture, Sacramento, CA.
  • 10[29]Black,C. , Makris, N. and Aiken, I. (2002). Component tes ting, stability analysis and characterization of buckling-restrained braces. Report No. PEER- 2002/08, Pacific Earthquake Engineering Research Center, University of California,Berkeley, CA.

共引文献2397

同被引文献17

  • 1XIE Q. State of the art of buckling-restrained braces in Asia[J]. Journal of Constructional Steel Research, 2005, 61 (6) : 727 -748.
  • 2SABELLI R, MAHIN S, CHANG C. Seimic demands on steel braced frame buildings with buckling-restrained braces[ J]. Engineering Structures, 2003, 25 (5) : 655-666.
  • 3中华人民共和国建设部.建筑抗震设计规范(GB500011-2001)[S].北京:中国建筑工业出版社,2001.
  • 4KIM Jin-koo, SEO Young-il. Seismic design of low-rise steel frames with buckling-restrained braces [ J ]. Engineering Structures, 2004(26) : 543-551.
  • 5GB5001l-2001.建筑抗震设计规范[S].[S].,..
  • 6王华琪,丁洁民,何志军.防屈曲支撑的应用与设计[J].结构工程师,2007,23(4):6-11. 被引量:26
  • 7李爱群.工程结构减震控制[M].北京:机械工业出版社,2007.9-10.
  • 8KIM Jin-koo, SEO Young-il. Seismic design of low-rise steel frames with buckling-restrained braces[ J]. Engineering Structures, 2004 (26) :543-550.
  • 9Jinkoo Kim,Youngil Seo.Seismic design of low-rise steel frames with buckling-restrained braces[J].Engineering Structures.2003(5)
  • 10谢强,赵亮.带有屈曲约束支撑双重结构体系的抗震性能[J].沈阳建筑大学学报(自然科学版),2008,24(2):221-225. 被引量:10

引证文献5

二级引证文献24

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部