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Re: WTC Collapse - NOVA Special
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- Subject: Re: WTC Collapse - NOVA Special
- From: Stanley E Scholl <sscholl2(--nospam--at)juno.com>
- Date: Wed, 1 May 2002 19:47:37 -0700
FWIW, I don't agree with Corley's statement that "there was no trade-off between safety and cost of construction". I believe they were budget buildings. I wonder if anyone has studied the discussions that went on during the preliminary design phase and how much cost control was a factor in dictating the design. Is anyone seriously thinking that these two buildings were as solid or as able to resist a plane as the Empire State Building with its superior redundantcy? Stan Scholl, P.E. Laguna Beach, CA On Wed, 1 May 2002 12:39:38 EDT Byainc(--nospam--at)aol.com writes: > I agree with most of what Charlie Carter indicated in his post, > especially > the amount of inappropriate second guessing by Charles Thornton. I > personally > think the buildings, for most part, behaved beautifully and provided > the > occupants ample time to evacuate. > > With respect to protecting such buildings in the future, I should > note that > Dr. Hassan Astaneh of Berkeley is doing some significant research in > this > area. His proposal, as I understand it, is to incorporate composite > steel/concrete plates to the curtainwall system of the building. The > system, > if proven to work, can prevent the plane from entering the building > altogether. The plane would substantially disintegrate upon impact > and the > interior of building would remain functional. > > Ben Yousefi, SE > San Jose, CA > > * > * This email was sent to you via Structural Engineers > * Association of Southern California (SEAOSC) server. To > * subscribe (no fee) or UnSubscribe, please go to: > * > * http://www.seaint.org/sealist1.asp > * > * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you > * send to the list is public domain and may be re-posted > * without your permission. Make sure you visit our web > * site at: http://www.seaint.org * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org
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