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国产TJI型屈曲约束支撑的研制与试验 被引量:42

Development And Experimental Study on Domestic TJI Buck-restrained Brace
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摘要 采用国产Q195/Q235钢材开发研制了一种新型屈曲约束支撑,即TJI型屈曲约束支撑.给出了支撑的设计方法和构造要求,以及支撑芯板材料性能要求与支撑性能标准;对TJI型屈曲约束支撑进行了往复加载试验.结果表明,此种屈曲约束支撑具有很好的滞回特征和耗能性能,是一种十分有效的耗能构件,可以大大提高建筑结构的抗震性能. Domestic Q195/235 steel was adopted to produce a new type of buckling-restrained brace,TJI buck-restrained brace.The design and structural requirements of brace were proposed.Moreover,the performance requirements of steel core and testing standards of TJI buck-restrained brace were put forward,too.Cyclic loading test was conducted on TJI buckling-restrained brace.The experimental result shows that the buckling-restrained brace has better hysteretic characteristic and ability of seismic resistance,which is an effective member for energy dissipation.As a result,the ability for seismic resistance of structure improves greatly.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2011年第5期631-636,共6页 Journal of Tongji University:Natural Science
基金 "十一五"国家科技支撑计划(2006BAJ01B02) 上海市博士后资助计划(10R21413000)
关键词 TJI型屈曲约束支撑 构造要求 静力往复试验 开发研制 设计方法 TJI buckling-restrained brace structural requirement cyclic loading test exploitation and development design method
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  • 1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:190
  • 2蔡克铨,黄彦智,翁崇兴.双管式挫屈束制(屈曲约束)支撑之耐震行为与应用[J].建筑钢结构进展,2005,7(3):1-8. 被引量:102
  • 3郭彦林,刘建彬,蔡益燕,邓科.结构的耗能减震与防屈曲支撑[J].建筑结构,2005,35(8):18-23. 被引量:102
  • 4[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. 被引量:1
  • 5[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. 被引量:1
  • 6[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) 被引量:1
  • 7[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) 被引量:1
  • 8[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) 被引量:1
  • 9[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. 被引量:1
  • 10[26]Prasad,B. (1992). Experimental investigation of sleeved column, Proceedings, 33rd Structural Dynamics and Materials Conference,American Institute of Aeronautics and Astronau tics, Dallas. 被引量:1

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