STUDY ON SEISMIC PROPERTIES OF LARGE OIL TANK

Zhou Li-jian; Sun Jian-gang; Li Xiao-li

doi:10.13204/j.gyjz200608011

Volume 36 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(8): 33-35,12

Zhou Li-jian, Sun Jian-gang, Li Xiao-li. STUDY ON SEISMIC PROPERTIES OF LARGE OIL TANK[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 33-35,12. doi: 10.13204/j.gyjz200608011

Citation:

Zhou Li-jian, Sun Jian-gang, Li Xiao-li. STUDY ON SEISMIC PROPERTIES OF LARGE OIL TANK[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 33-35,12. doi: 10.13204/j.gyjz200608011

Zhou Li-jian, Sun Jian-gang, Li Xiao-li. STUDY ON SEISMIC PROPERTIES OF LARGE OIL TANK[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 33-35,12. doi: 10.13204/j.gyjz200608011

Citation:

Zhou Li-jian, Sun Jian-gang, Li Xiao-li. STUDY ON SEISMIC PROPERTIES OF LARGE OIL TANK[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 33-35,12. doi: 10.13204/j.gyjz200608011

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STUDY ON SEISMIC PROPERTIES OF LARGE OIL TANK

doi: 10.13204/j.gyjz200608011

1.
Civil Engineering College,Daqing Petroleum Institute Daqing 163318

Received Date: 2006-06-21
Publish Date: 2006-08-20

Abstract

Abstract

The finite element analysis(FEA) program ANSYS is used to analyse 20 000m3 oil tank.It is calculated the seismic response of loop and vertical stresses of tank wall and base moment with change in liquid height in tank.So seismic properties are analyzed,and compared with code and simplified measures to testify its validity.It is shown from the results that seasonally frozen ground evidently influences site dynamical characteristics and seismic security of tank.On non_frozen ground the tank is secure both on basic intensity and rare intensity,while on frozen ground the tank is secure on basic intensity and is not secure on rare intensity.
- tank,
- FEA,
- seismic property,
- intensity

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References(4)

References

刘涛,杨凤鹏.精通 ANSYS.北京:清华大学出版社,2002:303-344

[2] Velersos,A S,Yang J Y.Earthquake Response of Liquid Storage Tanks,Advances Civil Engir.Through Engir.Mechanics//Proceedings of Annual EMD Specialty Conference,ASCE,Raleigh:1977:1-24

[3] Udwadia F E,Tabaie S.Pulse Control of Single Degree-of-Freedom System.Journal of the Engineering Mechanics Division,1981,107(6):997-1 009

[4] 孙建刚.立式储罐地震响应控制研究:[博士学位论文].哈尔滨:中国地震局工程力学研究所,2002

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