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RE: Tank Seismic Restraint

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John,
I am assuming that the tank is steel with two saddles. 
 
The tank can be deigned based on the Zick method.  References include:
       Pressure Vessel Handbook, MegyesyISBN 0-914458-18-3
       Tubular Steel Structures ,Troitsky, Lincoln Arc Welding
 
These references include for steel saddle design.
 
Also, see TM-5-809-10 , Chapter 13, Appendix F -Structures other than Buildings at

http://www.usace.army.mil/inet/usace-docs/

Ron Hill, P.E.
HILL Consulting Engineering
Birmingham, Alabama  USA
Phone: 205.823.4784
FAX: 205.823.4145
Email: ronhill(--nospam--at)hillce.com
http:\\www.hillce.com

-----Original Message-----
From: John Schenne [mailto:jschenne(--nospam--at)localnet.com]
Sent: Tuesday, April 18, 2000 5:53 PM
To: seaint(--nospam--at)seaint.org
Subject: Tank Seismic Restraint

I am working on a project that involves the installation of a horizontally mounted 4' dia x 12' long water filled bullet recovery tank that is required to be seimically restrained..
Does anyone have any good references for the design of a cradle and anchorage for this type of tank? 
 
Thanks
 
John Schenne, PE
Schenne & Associates.