期刊文献+

立式储罐橡胶隔震工程应用设计研究 被引量:1

The Application Investigation of Rubber to Seismic Isolation Engineering Design of Standing Tanks
下载PDF
导出
摘要 针对立式储罐的工程应用,给出了立式储罐的隔震基础设计的构造及要求,并将储罐作为单质点体系,建立了与规范相对应的储罐抗震设计反应谱法.考虑隔震频率在一定范围内对储罐晃动波高有一定的影响,给出了隔震设计的波高修正系数.考虑反应谱阻尼比与实际阻尼比之间的差异,给出了阻尼修正方法.针对工程中常用的浮顶罐,进行了计算分析,并与文献[1]的结果进行了比较,表明所给出的结果能够满足工程要求. Based on the engineering application of standing tanks, conformation and demands of the seismic isolation foundation design of tanks are figured out and the response spectral method of tanks corresponding to the codes by considering the tank as a singlemass system is set up in this paper. Because the seismic isolation frequency will affect the rocking wave height in some degree, the revising parameter on the base of a lot of numerical analysis and investigations is obtained. Because the damping ratio of the general design response spectrum is 0.05, rocking damping ratio of the liquid surface is 0.005, the liquid - structure coupling ratio is 0.05, the damping ratio of seismic isolation is from 0. 10 to 0.30, apparently using the damping ratio of 0.05 will make the calculating reactions on the high side, so the revising parameters are obtained on the base of the differences. Calculations and analysis are went alone with for the floating - head tanks in common use and compared with paper , the computing resuits indicate that the results of this paper meet the engineering demands.
出处 《大连民族学院学报》 CAS 2006年第5期4-7,共4页 Journal of Dalian Nationalities University
基金 中石油风险基金资助项目(E9924)
关键词 立式储罐 隔震 阻尼比 Standing tanks Seismic isolation damping ratio
  • 相关文献

参考文献4

二级参考文献16

  • 1温德超,郑兆昌,孙焕纯.储液罐抗震研究的发展[J].力学进展,1995,25(1):60-76. 被引量:57
  • 2孙建刚.油田储罐地震反应控制研究.中国石油天然气总公司中青年创新基金项目研究报告[M].,1997,10..
  • 3孙建刚,中国石油天然气总公司中青年创新基金项目研究报告,1997年
  • 4周福霖,工程结构减震控制,1997年
  • 5MALHOTRA P K. Method for seismic base isolation of liquid-storage tanks [J]. J Struct Engrg, ASCE, 1997,123:113 - 116.
  • 6HAROUN M A. Assesment of seismic harzard to liquid storage tanks at port facilities[ A]. Proc1990 PolA Seismic Workshop[C]. [s. l.]:[s.n.],1991.
  • 7MALHOTRA P K. New method for seismic isolation of liquid- storage tanks [ J ]. J Earthquake Engrg Struct Dyn, 1997,26:839 - 847.
  • 8KELLY J M. Aseismic base isolation: review and bibliography[J]. Soil Dyn Earthq Eng, 1986, 5(3):202 -216.
  • 9HAROUN M A, HOUSNER G W. Dynamic interaction of liquid storage tanks and foundation soil [ A ]. Proc 2nd EMD Speciality Conf[ C]. SCE Atlanta: Georgia, 1981.
  • 10MALHOTRA P K. Method for seismic base isolation of liquid- storage tanks [J]. J Struct Engrg ASCE, 1997,123:113 - 116.

共引文献64

同被引文献2

引证文献1

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