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防屈曲支撑框架体系按延性方法设计探讨 被引量：1

Research on the method of ductility in Buckling Restrained Braced Frame system
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摘要 简要介绍了防屈曲支撑框架结构的概念、受力原理、特点、形式,收集和整理了结构延性设计的具体方法,介绍了结构体系延性调整系数γRS,以及延性设计方法对梁柱节点、构件截面宽厚比、长细比以及层间位移的要求。 This paper focuses on the concept, theory, features and forms of BRBF system.The author collects the specific method of the ductility design and introduces the coefficient γRS and requirement of the beam-column joints and all the other components.
作者 杨秋鸣
机构地区 山西建筑职业技术学院
出处 《山西建筑》 2008年第32期97-98,共2页 Shanxi Architecture
关键词 防屈曲支撑框架体系 防屈曲支撑 延性设计 BRBF system, BRB, design by ductility
分类号 TU318 [建筑科学—结构工程]
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参考文献2

二级参考文献35

  • 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195

同被引文献35

  • 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：189
  • 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王秀丽,陈祥勇,殷占忠.约束屈曲支撑对K6型球面网壳减震效果的分析[J].甘肃科学学报,2007,19(1):122-126. 被引量：16
  • 4王秀丽,高森,潘霞.约束屈曲支撑(BRBs)在单层柱壳振动控制中的应用研究[J].建筑科学,2007,23(7):34-38. 被引量：9
  • 5WAKABAYASHI M, NAKAMURA T. Experimen- tal Study of Elasto-plastic Properties of Precast Con- crete Wall Panels with Built-in Insulating Braces [C]//AIJ. Summaries of Technical Papers of Annual Meeting. Tokyo : AIJ, 1973 : 1041-1044.
  • 6MOCHIZUKI S, MURATA Y. Experimental Study on Buckling of Unbonded Braces Under Axial Forces [C]//AIJ. Summaries of Technical Papers of Annual Meeting. Tokyo : AIJ, 1979 : 1623-1626.
  • 7KUWAHARA S, TADA M, YONEYAMA T, et al A Study on Stiffening Capacity of Double-tube Mem bers[J]. Journal of Structural and Construction Engi neering, 1993,58 (445) : 151-158.
  • 8IWATA M, ATO T, WADA A. Buckling-restrained Braces as Hysteretic Dampers [C]//STESSA. Pro- ceedings of STESSA 2000. Rotterdam: Balkema A A, 2000:33-38.
  • 9KOETAKA Y, NARIHARA H. Experimental Study on Buckling Restrained Braces[C]//AIJ. Summaries of Technical Papers of Annual Meeting(Ⅲ ). Tokyo:AIJ,2000:911-914.
  • 10MURAI M, KOBAYASHI F, NADA T, et al. Experi- mental Study on Buckling-restrained Braces Using Steel Mortar Planks [C]//AIJ. Transactions of AIJ 569. East Sea : AIJ, 2003: 105-110.

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二级引证文献21

山西建筑
2008年 第32期

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