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Analysis of Unanchored Liquid Storage Tanks under Seismic Loads

Citation

Peek, Ralf (1986) Analysis of Unanchored Liquid Storage Tanks under Seismic Loads. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/w43k-hj54. https://resolver.caltech.edu/CaltechTHESIS:10232019-110854163

Abstract

Because of cost, cylindrical, ground supported liquid storage tanks are often not fixed to their foundation, even in seismic areas. For such an unanchored tank made of steel, the weight of the cylindrical shell is mostly insufficient to prevent local uplift due to seismic overturning moments. Although, for properly designed connecting pipes, uplift itself is not a problem, it results in larger vertical compressive stresses in the tank wall at the base, opposite to where the uplift occurs. These compressive stresses have often caused buckling, even in earthquakes which did not cause much damage to other structures.

Various investigators have studied the behavior of unanchored tanks experimentally, but, due to the complexity of the problem, so far very little theoretical work has been done. Two methods of analysis for static lateral loads are presented: An approximate one in which the restraining action of the base plate is modeled by nonlinear Winkler springs, and a more comprehensive one in which the two dimensional nonlinear contact problem is solved by the finite difference energy method. The theoretical results are compared with existing experimental results and with the approach from current U.S. design standards. The theoretical peak compressive stresses are in good agreement with the experimental results, but in some cases exceed those calculated by the code method by more than 100%.

Finally, a new design concept, by which the tank wall is preuplifted all around its circumference by inserting a ring filler is described. It will be shown theoretically and experimentally that this preuplift method substantially improves the lateral load capacity.

Item Type:Thesis (Dissertation (Ph.D.))
Subject Keywords:Civil Engineering
Degree Grantor:California Institute of Technology
Division:Engineering and Applied Science
Major Option:Civil Engineering
Thesis Availability:Public (worldwide access)
Research Advisor(s):
  • Jennings, Paul C.
Group:Earthquake Engineering Research Laboratory
Thesis Committee:
  • Jennings, Paul C. (chair)
  • Babcock, Charles D.
  • Hall, John F.
  • Knowles, James K.
  • Scott, Ronald F.
Defense Date:28 April 1986
Other Numbering System:
Other Numbering System NameOther Numbering System ID
EERL Report86-01
Additional Information:Name listed in 1986 commencement program -- Ralph Peek -- varies from name listed in thesis.
Funders:
Funding AgencyGrant Number
NSFCEE81-19962
Record Number:CaltechTHESIS:10232019-110854163
Persistent URL:https://resolver.caltech.edu/CaltechTHESIS:10232019-110854163
DOI:10.7907/w43k-hj54
Related URLs:
URLURL TypeDescription
https://resolver.caltech.edu/CaltechEERL:1986.EERL-86-01Related ItemTechnical Report EERL 86-01 in CaltechAUTHORS
Default Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:11848
Collection:CaltechTHESIS
Deposited By: Melissa Ray
Deposited On:23 Oct 2019 18:28
Last Modified:23 Aug 2021 23:28

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