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Re: EQ in El Salvador

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Scott,

Thanks for the clarification.

I was indeed asking specifically about El Salvador.

I will ask them directly as you suggested.

jim

----- Original Message -----
From: Scott Maxwell <smaxwell(--nospam--at)engin.umich.edu>
To: <seaint(--nospam--at)seaint.org>
Sent: Monday, February 05, 2001 6:23 AM
Subject: RE: EQ in El Salvador


> I believe that Jim's question was whether or not an EERI reconnaissance
> team (or other organization's) had been sent to El Salvador, not India.
>
> You are correct that an EERI recon team has been assembled to be sent to
> India.  I received an annoucement from EERI last Friday about that
> team.  However, I am not aware (as of yet) of a team that has been
> assembled to be sent to El Salvador.
>
> Jim - if you really want to find out what EERI's plans are, then you can
> certainly contact them.  The email address for EERI is eeri(--nospam--at)eeri.org.  If
> I get an announcement from them about a team to El Salvador, I will
> attempt to remember to let you know.
>
> Scott
>
>
> On Mon, 5 Feb 2001 Glen.Pappas(--nospam--at)dtra.mil wrote:
>
> > EERI's team, in addition to having expertise to cover several other
> > areas/aspects, has structural engrs on it to recon & report on all types
of
> > structures.  The team left for India Fri.
> >
> > Glen
> >
> >
> > -----Original Message-----
> > From: frp2000 [mailto:frp2000(--nospam--at)hotmail.com]
> > Sent: Saturday, February 03, 2001 4:55 PM
> > To: seaint(--nospam--at)seaint.org
> > Subject: EQ in El Salvador
> >
> >
> > Can someone tell me if EERI or any other struct eng association has sent
a
> > team of structural eng observers to document the damage done to or
> > resistance of  masonry and concrete structures in the past El Salvador /
> > Guatemala 6.9 event ?
> >
> > jim
> > sci
> >
> >
> > ----- Original Message -----
> > From: Matthew Stuart <m.stuart(--nospam--at)aespj.com>
> > To: <seaint(--nospam--at)seaint.org>
> > Cc: <jgrieshaber(--nospam--at)cvmengineers.com>
> > Sent: Friday, February 02, 2001 7:18 AM
> > Subject: RE: Three-way Reinforced Concrete Floor System
> >
> >
> > > Call Scott at CRSI - 847-517-1200
> > >
> > > -----Original Message-----
> > > From: EMAIL SERVER
> > > Sent: Friday, February 02, 2001 9:57 AM
> > > To: MATTHEW STUART
> > > Subject: FW: Three-way Reinforced Concrete Floor System
> > >
> > >
> > >
> > >
> > > -----Original Message-----
> > > From: JOG [mailto:jgrieshaber(--nospam--at)cvmengineers.com]
> > > Sent: Friday, February 02, 2001 9:29 AM
> > > To: 'seaint(--nospam--at)seaint.org'
> > > Subject: Three-way Reinforced Concrete Floor System
> > >
> > >
> > > We are in the process of evaluating an 11 story reinforced concrete
> > > building, constructed circa 1915.  This building was originally
> > constructed
> > > for Packard automobile manufacturing.
> > >
> > > The floor system is a three-way reinforced concrete slab in an
equilateral
> > > triangle configuration.  The system was apparently patented by David
W.
> > > Morrow from Cleveland Ohio, around 1913.
> > >
> > > We are cutting several large openings into the slab.  Does anyone have
any
> > > experience in evaluating this kind of slab?  We are specifically
looking
> > for
> > > design references.  Since it is a proprietary system, ACI has no
> > > information.
> > >
> > > Thanks!
> > >
> > >
> > >
> > >
> > >
> >
> >
> >
>
>
>
>
>