期刊文献+

屈曲约束支撑在某医疗建筑中的应用分析

下载PDF
导出
摘要 屈曲约束支撑是一种新型的耗能减震支撑,近些年来,因其优越的抗震性能,在工程中得到了广泛应用,特别是在高烈度抗震设防地区。文章以某门诊医技楼实际工程为例,对屈曲约束支撑混凝土框架结构进行设计,并分析屈曲约束支撑框架结构在小震弹性及大震弹塑性下的结构响应情况。
作者 张飞
出处 《安徽建筑》 2020年第7期75-76,共2页 Anhui Architecture
  • 相关文献

参考文献4

二级参考文献40

  • 1高层建筑钢结构设计规程(DG/TJ 08-32-2008)[S].
  • 2[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.
  • 3[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.
  • 4[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)
  • 5[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)
  • 6[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)
  • 7[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.
  • 8[26]Prasad,B. (1992). Experimental investigation of sleeved column, Proceedings, 33rd Structural Dynamics and Materials Conference,American Institute of Aeronautics and Astronau tics, Dallas.
  • 9[27]Sridhara,B. N. (1990). Sleeved column-as a basic compression member. Proceedings, 4th International Conference on Steel Structures & Space Frames,Singapore,181 188.
  • 10[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.

共引文献191

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