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Seismic response of annular cylindrical tanks
A study is made of the dynamic response of liquid containing, upright annular cylindrical tanks subjected to the horizontal component of a seismic excitation at its base. The tank is assumed to be rigid. Critical response quantities for rigid annular tanks are evaluated over wide ranges of parameter...
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Published in: | Nuclear engineering and design 2010-10, Vol.240 (10), p.2614-2625 |
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container_end_page | 2625 |
container_issue | 10 |
container_start_page | 2614 |
container_title | Nuclear engineering and design |
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creator | Tang, Yu Grandy, Christopher Seidensticker, Ralph |
description | A study is made of the dynamic response of liquid containing, upright annular cylindrical tanks subjected to the horizontal component of a seismic excitation at its base. The tank is assumed to be rigid. Critical response quantities for rigid annular tanks are evaluated over wide ranges of parameters involved and the results presented in a form convenient for use in practical applications. The effect of tank flexibility on the response is then assessed by the procedure proposed by
Veletsos and Yang (1977). Simple approximation equations for estimating the fundamental frequency of the outer tank wall-liquid and inner tank wall-liquid systems are proposed. |
doi_str_mv | 10.1016/j.nucengdes.2010.07.014 |
format | article |
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subjects | Applied sciences Controled nuclear fusion plants Energy Energy. Thermal use of fuels Exact sciences and technology Fission nuclear power plants Fuels Installations for energy generation and conversion: thermal and electrical energy Nuclear fuels |
title | Seismic response of annular cylindrical tanks |
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