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RE: Dynamic loads on foundations

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See "Foundations, Analysis & Design" by Joseph Bowles, Fifth Edition,
Chapter 20. 
Rodrigo Delgado Zirpel
dconltd(--nospam--at)entelchile.net

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> De: rui cunha <ruiacunha(--nospam--at)hotmail.com>
> A: seaint(--nospam--at)seaint.org
> Asunto: Re: Dynamic loads on foundations
> Fecha: Miércoles 5 de Mayo de 1999 2:36 PM
> 
> i´m interess, but i dont seep inglshi(very very very bad)
> i´m portuguese,   but talj portugues, espanhol, italiano(+/-) e 
> francees(+/---)
> tchiau
> 
> >From: "Maria I. Falconi" <maisabel(--nospam--at)ecua.net.ec>
> >Reply-To: seaint(--nospam--at)seaint.org
> >To: <seaint(--nospam--at)seaint.org>
> >Subject: Dynamic loads on foundations
> >Date: Fri, 30 Apr 1999 05:29:56 -0500
> >
> >Hi all,
> >
> >I need to design foundations for some large equipment (a gas turbine 
> >generator for a power plant).  The thing weighs about 160 kips (800 kN),

> >and is subjected to discrete dynamic loads at anchor points due to
rotating 
> >equipment within the turbine.  It sits on a mat spread out over 900 sq
ft 
> >(80 m2).  I also have to design a few other smaller foundations that
also 
> >have dynamic loading.  And this thing is located in a seismic 3 and 
> >hurricane zone (Dominican Republic).
> >   Does anyone know where I can get some guidance on how to design these

> >monsters, particularly with respect to dynamic loading.
> >
> >Thanks in advance
> >Maria I. Falconi
> >
> 
> 
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