期刊文献+

基于隔震设计简化算法对新型村镇隔震支座参数选取及隔震效果的分析

The analysis of the new isolation bearing of villages with parameter selection and isolating effect based on simplified calculation of isolation design
下载PDF
导出
摘要 农村地区建构筑物抗震能力不足的问题较为突出,新型村镇用隔震支座为此提供了解决途径。在应用于农村地区的同时,需初步确定支座参数,快速判断该支座隔震效果。结合某农村2层砌体结构实际工程,基于《建筑抗震设计规范》(GB50011-2010)附录L所提出的隔震设计简化计算方法,逐步确定支座参数,分析设防地震及罕遇地震作用下支座隔震效果,得出支座水平刚度在参数中起控制作用、罕遇地震作用下减震效果良好等方面结论。 Although there is an outstanding problem that the seismic capacity is deficient in rural area,the new isolation bearing of villages can solve this problem.When it applied in rural area,the bearing parameters should be determined initially,and the isolating effect should be judged quickly.Therefore,the paper combined with real project which is masonry structures with two-layer in rural area,based on simplified calculation of isolation design from Code for seismic design of buildings,determined the bearing parameters gradually,and analyzed the isolating effect in design earthquake and rare earthquake.Finally,the paper obtained some conclusions such as that the key parameter of the isolation bearing is horizontal stiffness,and the isolating effect in rare earthquake is pretty good.
作者 邵一凡 SHAO Yifan(Yunnan Zhengyan Isolation Technologies Co.,Ltd.,Kunming 650051,China)
出处 《建筑结构》 北大核心 2023年第S02期878-883,共6页 Building Structure
关键词 隔震支座 农村地区 砌体结构 水平刚度 隔震效果 isolation bearing rural area masonry structures horizontal stiffness isolating effect
  • 相关文献

参考文献4

二级参考文献22

  • 1王斌,谭平,徐凯,周福霖,宁响亮.新型纤维增强工程塑料板夹层橡胶隔震支座力学性能试验研究[J].土木工程学报,2012,45(S1):187-191. 被引量:23
  • 2王兰民,袁中夏.西北农居抗震设防技术指南[M].北京:地震出版社,2011.
  • 3Kelly J M, Taidairov S M. Analytical and experiment study of fiber-reinforced elastomeric isolators [ R ]. America: University of California, 2001.
  • 4Kang G J, Kang B S. Dynamic analysis of fiber-reinforced elastomeric isolation structures [ J ]. Journal of Mechanical Science and Technology, 2009,23 (4) : 1132-1141.
  • 5Toopchi-Nezhad H, Tait M J, Drysdale R G. Testing and modeling of square carbon fiber-reinforced elastomeric seismic isolators [ J ]. Structural Control and Health Monitoring, 2008,15 (6) : 876-900.
  • 6Moon B Y, Kang G J, Kang B S, et al. Mechanical properties of seismic isolation system with fiber-reinforced bearing of strip type[ J]. International Applied Mechanics, 2003,39 (10) : 1231-1239.
  • 7GB/T20688.1_2007橡胶支座第1部分:隔震橡胶支座试验方法[S].北京:中国标准出版社,2007.
  • 8Kelly J M. Analysis of fiber-reinforced elastomeric isolators[ J]. Journal of Seismol Earthquake Engineering, 1999,2 (1) :19 -34.
  • 9Kelly J M. Taldairov S. M. Analytical and experiment study of fiber-reinforced elastomeric isolators [ PEER Report [ R ]. America: University of California, 2001.
  • 10Gyung Ju Kang, Beom Soo Kang, Dynamic analysis of fiber-reinforced elastomeric isolation structures [ J ]. Journal of Mechanical Science and Technology,2009, (23) : 1132 - 1141.

共引文献68

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