期刊文献+

改善受压构件屈曲性能的组件和装置 被引量:2

Components and Devices of Improving Buckling Behaviour for Compression Member
下载PDF
导出
摘要 介绍了改善受压构件屈曲性能的四种组件和装置,即抑制屈曲支撑、套管组件、约束屈曲、限制力装置,阐述了每一种组件或装置的特点及构成,分析了每一种组件或装置改进受压构件屈曲性能的原理,讨论了它们的相互关系及应用范围,最后提出了具有广泛应用前景的组件。 Four components and devices of improving buckling behaviour for compression member are introduced, including buckling-restrained braces, sleeved compression member, constrained buckling and force limiting devices, characteristics and forms of them are represented, and principles of improving buckling behaviour of compression members in each of them are analyzed, Correlation and fields of application of them are discwssed, component that has comprehensive prospect in application is proposed.
作者 申波 邓长根
出处 《科学技术与工程》 2006年第13期1983-1988,共6页 Science Technology and Engineering
基金 国家自然科学基金(50478107)资助
关键词 屈曲 抑制屈曲支撑 套管组件 约束屈曲 限制力装置 buckling buckling- restrained braces sleeved compression member constrained buckling force limiting devices
  • 相关文献

参考文献22

  • 1[1]Uang C M,Nakashima M.Chapter 16:Steel buckling-restrained braced frames.In eds Bozorgnia Y,Bertero V V.Earthquake Engineering:From Engineering Seismology to Performance-Based Engineering,CRC Press,2004
  • 2[2]Clark P,Aiken I,Kasai K.Design procedures for buildings incorporating hysteretic damping devices.Proceedings 68th Annual Convention,Santa Barbara,Colifornia Structural Engineers Association of California,October,1999
  • 3[3]Black C,Makris N,Aiken I.Component testing,stability analysis and characterization of buckling-restrained unbonded braces.Report No PEER-2002/08,University of California,Berkeley
  • 4[4]Chen C-C.Recent advances of seismic design of steel buildings in Taiwan.International Training Programs for Seismic Design on Building Structures,2002
  • 5[5]Kim J,Lee K.Optimum stiffness ratio of unbond brace hysteretic dampers.Proceedings of the 2nd Korea-Japan Joint Seminar on Earthquake Engineering for Building Structures,2000
  • 6[6]Kim J,Seo Y.Seismic design of low-rise steel frames with bucklingrestrained braces.Engineering Structures,2004 ;26 (5):
  • 7[7]Kalyanaraman V,Mahadevan K,Thairani V.Core loaded earthquake resistant bracing system.Journal of Constructional Steel Research,1998 ;46(1-3):
  • 8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
  • 9[10]Xie Q.State of the art of buckling-restrained braces in Asia.Journal of Construction Steel Research,2005 ;61 (6):
  • 10邓长根,何永超.日本建筑结构隔震减震研究新进展[J].世界地震工程,2002,18(3):168-173. 被引量:17

二级参考文献105

  • 1范钦珊,傅光辉,方慕真.核电站安全壳钢衬壳环的屈曲研究[J].清华大学学报(自然科学版),1996,36(4):105-110. 被引量:3
  • 2范钦珊,陈文.受圆形表面单面约束的点锚固圆环热屈曲分析[J].固体力学学报,1996,17(2):184-188. 被引量:2
  • 3范钦珊,陈文.圆形混凝土容器内点铆固圆环的热屈曲分析[J].清华大学学报(自然科学版),1996,36(3):1-5. 被引量:3
  • 4张向阳,余寿文.单侧表面约束圆板的过屈曲分析[J].清华大学学报(自然科学版),1996,36(8):6-11. 被引量:2
  • 5[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.
  • 6[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.
  • 7[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)
  • 8[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)
  • 9[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)
  • 10[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.

共引文献229

同被引文献53

引证文献2

二级引证文献8

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