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TJ型屈曲约束支撑在加固工程中的应用

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摘要 屈曲约束支撑不仅可以用于新建结构，而且还可以应用于已有结构的抗震加固和改造中。1995年日本神户地震以后，多个建筑的抗震加固选用的就是屈曲约束支撑。
作者 宫海 张杨 胡大柱
机构地区 上海蓝科钢结构技术开发有限责任公司 同济大学
出处 《建筑结构》 CSCD 北大核心 2010年第5期I0025-I0025,I0024,共2页 Building Structure
关键词 屈曲约束支撑 加固工程 应用 J型 新建结构 抗震加固 神户地震 建筑
分类号 TU393.3 [建筑科学—结构工程]
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参考文献3

  • 1WATANABE, A Y HITOMI, E SAEKI, et al. Properties of brace encased in buckling-restraining concrete and steel tube[C]//Proceedings of Ninth World Conference on Earthquake Engineerin, Tokyo-Kyoto, Japan 1988.
  • 2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
  • 3蔡克铨,黄彦智.含挫屈束制消能支撑框架耐震性能之试验与分析研究[R].台湾大学地震工程研究中心研究报告,No.R91-02,2002.

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.
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  • 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.
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  • 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.

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建筑结构
2010年 第5期

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