期刊文献+

考虑双向非线性的橡胶垫隔震层静力性能 被引量:3

Static behavior of isolation rubber bearing with consideration of its bidirectional nonlinearity
下载PDF
导出
摘要 在高阻尼橡胶垫单向双折线非线性假设的基础上,运用塑性流动法则,建立了平扭耦联隔震体系隔震层的双向非线性弹塑性本构关系计算模型及其静力计算方法。同时,通过隔震层模型的计算,分析了隔震垫非线性及隔震垫不同布置对其静力性能的影响,供平扭耦联隔震体系双向非线性动力性能的进一步研究参考。 Based on the assumption of unidirectional bilinearity for high damping rubber bearing and by use of plastic flow law, the bidirectional nonlinear elastoplastic constitutive model of the isolation system with coupled horizontal and torsional motion and its calculation method are established. The influence of the nonlinearity and arrangement of the isolation rubber bearing on the static behavior of the system are analized. The results could give a reference to further research on bidirectional nonlinear olynamic behavior of the horizontal-torsional coupled vibration isolation system.
出处 《自然灾害学报》 CSCD 北大核心 2008年第4期44-48,共5页 Journal of Natural Disasters
基金 国家自然科学基金项目(50678039)
关键词 平扭耦联 隔震体系 双向非线性 静力性能 translation-torsion coupling isolated system bi-directional non-linear static behavior
  • 相关文献

参考文献2

二级参考文献5

  • 1崔鸿超.日本兵库县南部地震震害综述[J].建筑结构学报,1996,17(1):2-13. 被引量:55
  • 2唐家祥.建筑结构基础隔震[M].武汉:华中理工大学出版社,1993.5-219.
  • 3Nagarajaiah,S., Reinhom., A.M.and Constantinou,M.C., Torsional-Coupling in Sliding Base Isolated Structures,Journal of structure.Engineering,ASCE 1993,119,130-149.
  • 4Pan,T.C.and Kally,J.M.,Seismic Response of torsional Coupled Base Isolated Building, Earthquake Enginecring and Structural Dynamics,Vol.11,113-128.
  • 5Yeong-bin Y.and Wei-his H.,Seismic Response of Light Equipment in Torsional Bulidings',Earthquake Engineering and Structural Dynamics,Vol.22,113-128.

共引文献29

同被引文献11

引证文献3

二级引证文献4

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