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RE: RE: Seismic acceleration of H2O[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaoc(--nospam--at)seaoc.org'" <seaoc(--nospam--at)seaoc.org>
- Subject: RE: RE: Seismic acceleration of H2O
- From: hsprague(--nospam--at)aspen.klaalov.com (Harold Sprague)
- Date: Wed, 25 Feb 1998 18:19:30 -0000
True the ACI 350-89 is not much help for seismic induced fluid loads. You have to contact someone on the committee and get the unpublished version of ACI 350, but as far as the seismic fluid forces you can get the same info out of the current AWWA D100. The ACI 350-89 is a help as far as performance criteria and load factors. Save the grief and use the TM 5-809-10. It has some limitations, but it is still probably the most widely used methodology for fluid forces. Harold Sprague, PE, Office Manager Krawinkler, Luth & Assoc. 4412 W. Eisenhower Blvd. Loveland, CO 80537 Voice: 970 667-2426 Fax: 970 667-2493 Email: hsprague(--nospam--at)klaalov.com -----Original Message----- From: Bill Sherman [SMTP:SHERMANWC(--nospam--at)cdm.com] Sent: Thursday, February 26, 1998 12:56 AM To: seaoc(--nospam--at)seaoc.org Subject: Re: RE: Seismic acceleration of H2O Brent Koch wrote: >I would suggest you should get a copy of the following ACI publication: >Environmental Engineering Concrete Structures >ACI Committee 350, 1989 >... Information on design of tanks to resist seismic loads is included. Sorry, but ACI 350-89 only includes several references for seismic design (such as for the Housner method) - it does not provide any actual design formulas itself.
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