期刊文献+

摇摆墙结构体系研究进展 被引量:5

State-of-the-art on Rocking Wall Structures
下载PDF
导出
摘要 根据摇摆墙体在平面内转动的约束情况,摇摆墙可分为受控摇摆墙和自由摇摆墙。回顾了上述两种摇摆墙结构体系的发展历史,介绍了摇摆墙结构在试验研究、理论分析及工程应用方面的现状,分析了摇摆墙的适用性和目前存在的主要问题,展望了摇摆墙结构体系的发展趋势和值得研究的方向。 Rocking walls can be classified into controlled rocking walls and free rocking walls according to whether they have effective in-plane rotational restraints. The paper gives an overview of the development history and introduces the state-of-art in the experimental research, theorectical analysis and practical application of both rocking wall systems. The applicability and main problems of rocking wall are also discussed. Finally, the development trend and further research topics of the rocking wall system are listed.
出处 《结构工程师》 北大核心 2015年第6期224-231,共8页 Structural Engineers
基金 国家"十二五"科技支撑计划课题(2012BAJ06B02)
关键词 受控摇摆墙 自由摇摆墙 框架摇摆墙 controlled rocking wall; free rocking wall; frame rocking wall
  • 相关文献

参考文献33

  • 1Report of the seventh joint planning meeting of NEES/E-defense collaborative [ R]. PEER2010/109. Berkeley : UC Berkeley,2010.
  • 2吕西林,陈云,毛苑君.结构抗震设计的新概念——可恢复功能结构[J].同济大学学报(自然科学版),2011,39(7):941-948. 被引量:275
  • 3吕西林,周颖,陈聪.可恢复功能抗震结构新体系研究进展[J].地震工程与工程振动,2014,34(4):130-139. 被引量:67
  • 4Roh M. Seismic behavior of structures using rocking columns and viscous dampers [ D ]. Buffalo, The State University of New York, Department of Civil,2007.
  • 5Ma X, Deierlein G, Eatherton M, et al. Large-scale shaking table test of steel braced frame with controlled rocking and energy dissipating fuses [ C ]. Proceedings of the 9th US National and 10th Canadian Conference on Earthquake Engineering. Ottawa,2010.
  • 6Meek W. Dynamic response of tipping core buildings [J]. Engineering and Structural Dynamics, 1978,6 (5) :437-454.
  • 7Kurama C, Sause R, Pessiki S, et al. Lateral load be- havior and seismic design of unbonded post-tensioned precast concrete walls [ J ]. ACI Structural Journal, 1999,96 (4):622-633.
  • 8Kurama C. Seismic design of unbonded post-tensioned precast concrete walls with supplemental viscous damping [ J ]. ACI Structural Journal, 2000,97 ( 4 ) : 648-658.
  • 9Ajrab J, Pekean G, Mander B. Rocking wall-frame structures with supplemental tendon systems [ J ]. Jour- nal of Structural Engineering, 2004, 130 (6): 895-903.
  • 10Restrepo I, Rahman A. Seismic performance of self- centering structural walls incorporating energy dissi- paters [ J ]. Journal of Structural Engineering, 2007, 133 ( 11 ) : 1560-1570.

二级参考文献96

  • 1赵斌,吕西林,刘丽珍.全装配式预制混凝土结构梁柱组合件抗震性能试验研究[J].地震工程与工程振动,2005,25(1):81-87. 被引量:96
  • 2欧进萍,吴波.被动耗能减振系统的研究与应用进展[J].地震工程与工程振动,1996,16(3):72-96. 被引量:56
  • 3李振宝,董挺峰,闫维明,周锡元.混合连接装配式框架内节点抗震性能研究[J].北京工业大学学报,2006,32(10):895-900. 被引量:55
  • 4GB50011-2010,建筑抗震设计规范[S].
  • 5Hasan H K,Tugrul T.Performance of a precast concrete beam-to-beam connection subject to reversed cyclic loading[J].Engineering Structures,2005,27(9):1392-1407.
  • 6Jeong H IL.Evaluation of self-centering reinforced concrete columns by shaking table tests and numerical simulations[D].Berkeley,University of California,2007.
  • 7Bulent E,Arturo E.Self-centering behavior of unbonded,post-tensioned precast concrete shear walls[J].Journal of Earthquake Engineering,2009,13(7):1047-1064.
  • 8Yahya C.Kurama.Seismic design of unbonded posttensioned precast concrete walls with supplemental viscous damping[J].ACI Structural Journal,2000,97(4):648-658.
  • 9Yahya C.Kurama.Hybrid post-tensioned precast concrete walls for use in seismic regions[J].PCI Journal,2002,47(5):36-59.
  • 10Restrepo J I,Rahman A.Seismic performance of self-centering structural walls incorporating energy dissipators[J].Journal of Structural Engineering,2007,133(11):1560-1570.

共引文献391

同被引文献35

引证文献5

二级引证文献13

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部