Actions for SSI effects for a tank containing two liquids [electronic resource].

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SSI effects for a tank containing two liquids [electronic resource].

Published
Washington, D.C. : United States. Dept. of Energy, 1994.
Oak Ridge, Tenn. : Distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy.
Physical Description
5 pages : digital, PDF file
Additional Creators
Argonne National Laboratory, United States. Department of Energy, and United States. Department of Energy. Office of Scientific and Technical Information
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Summary
Following a brief review of a mechanical model which permits consideration of the flexibility of the tank wall and the supporting medium, the effects of the soil-structure interaction on the dynamic response of a laterally excited tank that contains two liquids are examined. The quantities examined include the hydrodynamic pressure, base shear and moments. The results are compared with those obtained with no soil-structure interaction. Only the impulsive component of response is examined; the convective component is for all practical purposes unaffected by soil-structure interaction. It is shown that for the conditions considered, soil-structure interaction reduces the peak response of the tank-liquid system.
Report Numbers
E 1.99:anl/re/cp--82146
E 1.99: conf-940613--12
conf-940613--12
anl/re/cp--82146
Subject(s)
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Note
Published through SciTech Connect.
06/01/1994.
"anl/re/cp--82146"
" conf-940613--12"
"DE94012457"
1994 American Society of Mechanical Engineers (ASME) pressure vessels and piping conference,Minneapolis, MN (United States),19-23 Jun 1994.
Tang, Yu.
Funding Information
W-31109-ENG-38
View MARC record | catkey: 14115462