期刊文献+

屈曲约束支撑极限承载力有限元研究

PROBING INTO STUDY METHODS OF BRB' CRITICAL LOAD WITH ANSYS
下载PDF
导出
摘要 针对屈曲约束支撑极限承载力的研究方法集中在理论和试验分析的问题,提出了采用有限元软件求解其极限承载力的合理方法,研究了相关因素对屈曲约束支撑极限承载力大小的影响情况,并给出实用的设计和施工建议。 To solve the problems that the critical load of buckling-restricted braces(BRB) has been mainly studied by the academic analysis and the experiments recently,a suitable solution of studying methods of BRB' critical load with finite element software was given.The effects of the relevant factors on the BRB' critical load were investigated,and the practical suggestions for the design and construction were provided.
出处 《低温建筑技术》 2011年第3期56-58,共3页 Low Temperature Architecture Technology
关键词 屈曲约束支撑 极限承载力 有限元 buckling-restricted brace(BRB) critical load finite element
  • 相关文献

参考文献4

二级参考文献47

  • 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215

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