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装配式结构和自复位结构结合技术的设计方法 被引量:4

Design Method of Combination Technique for Prefabricated Structure and Self-Resetting Structure
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摘要 提出了一种针对于新型干连接装配式节点的设计方法,该方法基于传统的自复位节点设计方法,结合螺栓连接的设计方法进行节点设计,设计中引入自复位比,通过迭代法计算节点承载力,形成了一种装配式结构和自复位结构结合的设计方法,并通过ABAQUS有限元模拟验证设计结果的准确性,有限元模拟结果与理论计算结果基本吻合,误差都在5%以内。 A design method was proposed for the new dry-connection fabricated joints was proposed.This method was based on the traditional self-centering joint design method,combined with the bolted connection design method for joint design.The self-centering ratio was introduced in the joint design,and the iterative method was used to caculate the bearing capacity of the joints,and a design method combining the assembled structure and the self-centering structure was formed.The accuracy of the design results was verified by ABAQUS finite element simulation.The finite element simulation results were basically consistent with the theoretical calculation results,and the error was within 5%.
作者 葛元辉 李延昌 韩良君 李军 梁家栋 王荣棋 查晓雄 GE Yuanhui;LI Yanchang;HAN Liangjun;LI Jun;LIANG Jiadong;WANG Rongqi;ZHA Xiaoxiong(China Railway Construction Group South Engineering Co.,Ltd.,Shenzhen 511400,China;Shenzhen Special Economic Zone Construction Engineering Group Co.,Ltd.,Shenzhen 518034,China;School of Civil Environment Engineering,Harbin Institute of Technology(Shenzhen),Shenzhen 518055,China)
出处 《工业建筑》 CSCD 北大核心 2022年第5期60-69,193,共11页 Industrial Construction
关键词 装配式混凝土结构 自复位结构 螺栓连接 结构设计 prefabricated concrete structure self-resetting structure bolted structure design
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  • 1FEMA 273 NEHRP guidelines and commentary for seismic rehabilitation of buildings [ S ]. Washington DC, USA: Federal Emergency Management Agency, 1997.
  • 2FEMA 356 Prestandard and commentary for the seismic rehabilitation of buildings[ S]. Washington DC, USA: Federal Emergency Management Agency, 2000.
  • 3FEMA 445 Next-generation performance-based seismic design guidelines: program plan for new and existing buildings [ S]. Washington DC, USA : Federal Emergency Management Agency, 2007.
  • 4Report of the seventh joint planning meeting of NEES/ E-defense collaborative research on earthquake engineering[ R]. PEER 2010/109. Berkeley: University of California, Berkeley, 2010.
  • 5Roh H. Seismic behavior of structures using rocking columns and viscous dampers [ D ]. Buffalo : University at Buffalo, The State University of New York. Department of Civil, Structural and Environmental Engineering, 2007.
  • 6Housner G W. The behavior of inverted pendulum structures during earthquakes [ J ]. Bulletin of the Seismological Society of America, 1963, 53 (2) : 403- 417.
  • 7Hukelbridge A A, Clough R W. Preliminary experimental study of seismic uplift of a steel frame [ R ]. Report No. UCB/EERC-77/22. Berkely: University of California, Berkely, 1977.
  • 8Hukelbridge A A. Earthquake simulation tests of a nine story steel frame with columns allowed to uplift [ R ]. Report No. UCB/EERC-77/23. Berkely: University of California, Berkely, 1977.
  • 9Priestley M J N, Evison R J, Carr A J. Seismic response of structures free to rock on their foundations [ J ]. Bulletin of the New Zealand National Society for Earthquake Engineering, 1978, 11 (3) : 141-150.
  • 10Makris N, Konstantinidis D. The rocking spectrum and the shortcomings of design guidelines [ R ]. Report No. PEER-01/07. Bekeley : University of California, Berkeley. Pacific Earthquake Engineering Research Center, 2001.

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