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Finite element analysis of the seismic response of anchored and unanchored liquid storage tanks
Author(s) -
Barton D. C.,
Parker J. V.
Publication year - 1987
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.4290150303
Subject(s) - slosh dynamics , structural engineering , finite element method , engineering , storage tank , lift (data mining) , displacement (psychology) , modal , seismic analysis , response spectrum , seismic loading , base (topology) , modal analysis , geotechnical engineering , mechanical engineering , computer science , materials science , mathematics , psychology , mathematical analysis , polymer chemistry , psychotherapist , data mining
The seismic response of liquid‐filled cylindrical storage tanks has been investigated using finite element techniques implemented in the general purpose structural analysis computer code ANSYS. Both added mass concepts and displacement‐based fluid finite elements were employed to allow for the effects of the liquid. Simplified response spectrum modal analyses of a tank making use of the axisymmetric harmonic displacement patterns of the principal modes of deformation were found to give accurate predictions of the tank behaviour with a rigidly anchored base. Time history analyses of three‐dimensional finite element models of unanchored and flexibly anchored tanks, with gap conditions between the tank base and the supporting floor to allow lift‐off of the base, indicated that stresses in the tank and resultant loads on the floor can be much greater than for a rigidly restrained tank. These results demonstrate the importance of carefully considering the restraint conditions when performing seismic design calculations on storage tanks.