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Re: Sloshing in rectangular tanks

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Subject: Sloshing in rectangular tanks

Does anyone have references listing simple formulas for preliminary estimation of sloshing in rectangular water tanks due to seismic input?

New Zealand has an excellent code.  I have only 1986 code but it would probably still be OK for prelim work.

NZS 3106:19?? and can be obtained from the Standards Assoc of NZ.

Bruce Shephard may be able to help bruce.shephard(--nospam--at) 

Thor Tandy
Victoria  BC