期刊文献+

隔震支座布置方式对结构减震性能的影响分析 被引量:13

Isolation properties analysis under different ways of isolation bearings arrangement
原文传递
导出
摘要 隔震支座的布置方式会影响整个隔震层的刚度分布,从而关系到隔震效果。讨论了隔震支座的布置方式,分析了隔震支座的布置方式对隔震结构地震响应的影响,研究了结构的自振周期、楼层剪力、楼层位移以及结构的抗倾覆能力的变化情况。分析表明,不同的支座布置方式对结构的自振周期、楼层剪力、楼层位移以及抗倾覆能力均有较大影响,合理的支座布置方式可以改善结构的地震响应,从而取得更好的隔震效果。 The stiffness distribution of the isolation layer and the isolation effect are badly influenced by the ways of isolation bearings arrangement. The ways of isolation bearings arrangement were discussed, and the seismic reaction of isolated structure influenced by the ways of isolation bearings arrangement was analyzed. The variation of natural vibration period, story shear force, story displacement and anti-overturning ability were all studied. The result shows that all the four parameters above are changed under different ways of isolator bearings arrangement. Seismic reaction of isolation structure decreases obviously with reasonable isolation bearings arrangement, so as to achieve better isolation effect.
作者 马凯 赵楠
出处 《建筑结构》 CSCD 北大核心 2013年第8期28-31,共4页 Building Structure
关键词 高层建筑 隔震结构 隔震支座 地震响应 high-rise building isolation structure isolation bearing seismic reaction
  • 相关文献

参考文献6

二级参考文献18

  • 1谢飚.隔震技术在高层建筑中的应用[J].山西建筑,2004,30(14):42-43. 被引量:4
  • 2金光辉,张凌云.隔震设计在高层建筑中的应用[J].建筑科学,2004,20(4):19-21. 被引量:9
  • 3徐忠根,胡敏茵,周福霖.房屋建筑中间层隔震研究[J].工程抗震与加固改造,2004,26(5):23-28. 被引量:30
  • 4刘伟庆,王曙光,林勇.宿迁市人防指挥大楼隔震设计方法研究[J].建筑结构学报,2005,26(2):81-86. 被引量:39
  • 5Farzad Naeim, James M Kelly. Design of Seismic Isolated Structures-From Theory to Practice [ M ]. John Wiley & Sons, Inc, 1999.
  • 6Pan P, Zamfirescu D and Nakashima M, et al. Base-Isolation design practice in Japan: Introduction to the post- Kobe approach [ J ] . Journal of Earthquake Engineering, 2005, 9(1) : 147 - 171.
  • 7Masatsuki T, Midorikawa S, Ohori M, Miura H. Simulation for seismic behavior of office furniture in a high-rise building [J] . AIJ Journal of Structural Construction Engineering, n 620, 2007 : 43 - 49.
  • 8周福霖,杨铮,周云.我国结构减震控制的研究应用与发展[C]//第七届全国地震工程学术会议论文集.北京:地震出版社,20a16.
  • 9CECS126:2001叠层橡胶支座隔震设计规程[S].北京:中国工程建设标准化协会,2001.
  • 10Beom-Soo Kang,Le Li,Tae-Wan Ku.Dynamic response characteristics of seismic isolation systems for building structures[J]. Journal of Mechanical Science and Technology . 2009 (8)

共引文献1101

同被引文献70

引证文献13

二级引证文献24

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