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某超限高层罕遇地震作用下的动力弹塑性分析

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摘要 本文采用基于性能的抗震设计方法,对某超限高层建筑结构进行了设计。采用ABAQUS程序对该结构进行了大震作用下的动力弹塑性时程分析,且对重要受力构件进行了损伤识别。根据分析结果提出了拟采用的加强措施,为类似的工程设计提供参考。
作者 彭楚澌
出处 《黑龙江科技信息》 2015年第26期254-255,共2页 Heilongjiang Science and Technology Information
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  • 1徐培福,戴国莹.超限高层建筑结构基于性能抗震设计的研究[J].土木工程学报,2005,38(1):1-10. 被引量:223
  • 2ATCAO Seismic Evaluation and Retrofit of Conctete Buildings[R]. Applied Technology Council, 1996.
  • 3FEMA 273 NEHRP Guidelines for seismic Rehabilitation of buildings [R]. Federal Emergency Management Agency,1997.
  • 4SEAOC Vision 2000 a Framework for Performance-based Engineering [ R]. Structural Engineering Association d California,1995.
  • 5BSSC (1998) NEHRP Recommended provisions for seismic regulation of new buildings and other structures[R]. Report No: FEMA302, Washington, D. C.
  • 6FEMA 368 (2000) NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures [ R]. Federal Emergency Management Agency, Washington, D.C.
  • 7FEMA 355 (2000) State of the art report on connection performance [ R ]. Federal Emergency Management Agency, Washington, D. C.
  • 8FEMA 356 (2000) Prestandard and commentary for the seismic rehabilitation of buildings [R]. Federal Emergency Management Agency, Washington, D. C.
  • 9ICC (2003) Performance Code for Buildings and Facilities, International code council, 2003.
  • 10Building code of Australia (BCA), Australia building codes board, 1996.

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