期刊文献+

一种新型TJ屈曲约束支撑连接介绍

原文传递
导出
摘要 历经四十余年的研究和发展,屈曲约束支撑技术已经是一种成熟的消能减震技术,并得到了广泛的应用。我国《建筑抗震设计规范》(GB50011—2010)已经明确引入这种技术和结构体系,上海市技术规程《屈曲约束支撑应用技术规程》(DBJ/CT105—2011)2011年7月发布,新行业标准《建筑消能减震技术规程》(广州大学主编)预计于2012年颁布,亦将对屈曲约束支撑的应用进行详细的介绍。
出处 《建筑结构》 CSCD 北大核心 2012年第1期I0020-I0020,共1页 Building Structure
  • 相关文献

参考文献2

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188

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