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抑制屈曲支撑的稳定研究 被引量:13

Study on Stability of Buckling Restrained Brace
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摘要 抑制屈曲支撑体系是一种机敏的减震支撑体系,介绍了抑制屈曲支撑研究的发展和基本概念,进行了抑制屈曲支撑的整体稳定研究,推导了有初弯曲的抑制屈曲支撑的临界荷载和挠曲方程,以及在内核上的分布荷载的β参数和与β参数相关的参数。 Buckling restrained brace system is a smart support system of damage reduction. The development and the behavior of buckling restrained brace are introduced. Through the global stability (analysis), the critical load and deflection equation of buckling restrained brace with initial deflection is obtained. The parameter β in relation to the distribution load acting on the inner core and the parameters in relation to β are presented.
出处 《华东船舶工业学院学报》 CAS 北大核心 2005年第3期28-32,共5页 Journal of East China Shipbuilding Institute(Natural Science Edition)
基金 国家自然科学基金资助项目(50478107)
关键词 抑制屈曲支撑 整体稳定 临界荷载 侧撑构件 内核 buckling restrained brace global stability critical load lateral component inner core
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参考文献6

  • 1BLACK C,MAKRIS N,AIKEN I.Component Testing, Stability Analysis and Characterization of Buckling-restrained Unbonded Braces[C].University of California, Berkeley, PEER Report,2002.
  • 2SABELLI R,MAHIN S,CHANG C H.Seismic Demands on Steel Braced Frame Buildings with Buckling Restrained Braces[EB/OL], http://www.siecorp.com/braces/index.html, 2002.
  • 3Structural Engineers Association of Northern California Seismology and Standards Committee, Recommended Provisions for Buckling Restrained Braced Frames [S].2001.
  • 4ESCUDERO E O.Comparative parametric study on normal and buckling restrained steel braces[A].A Master Dissertation Submitted in Partial Fulfillment of the Requirement for the Master Degree in Earthquake Engineering[C],2003.
  • 5PARRY BROWN A,AIKEN I D,JEFF JAFARZADEH P E F.Buckling restrained braces provide the key to the seismic retrofit of the Wallace F. Bennett federal building [J]. Modern Steel Construction, 2001,(8):7.
  • 6CLARK P,AIKEN I,KASAI K, et al.Design procedure for buildings incorporating hysteretic damping devices[A], Proceedings, 68th Annual Convention[C]. California Structural Engineers Association of California,1999.

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