Return to index: [Subject] [Thread] [Date] [Author]
Re: Seismic Deflection Criteria for "Penthouses"
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: seaint(--nospam--at)seaint.org, AmerRescue(--nospam--at)aol.com
- Subject: Re: Seismic Deflection Criteria for "Penthouses"
- From: AmerRescue(--nospam--at)aol.com
- Date: Wed, 26 Oct 2005 12:50:30 EDT
|
In a message dated 10/26/2005 9:57:28 A.M. Atlantic Daylight Time,
T.W.Allen(--nospam--at)cox.net writes:
Dear Bill:
I thought you might be interested in the practical results of the theory.
Actually, behavior, in this instance is a minimal concern. If you are only
concerned about the roof area. The people on the top floors survive
regardless of their actions/behavior because their area hasn't collapsed.
The people on the bottom floor are usually killed regardless of their
behavior because there are no voids large enough to survive inside of. The
partial collapse floors are the areas where 'duck and cover' kills and 'triangle
of life' enables survivability.
Regarding the technical considerations: You can predetermine the various
forces which a particular point on a structural element can endure without
failure but rarely can predict the forces that will actually be
applied to the element or any particular point on that element.
All of this changes again when you consider the source type or the
differences between hurricane, tornados, earthquakes and explosions.
doug copp
|
- Follow-Ups:
- RE: Seismic Deflection Criteria for "Penthouses"
- From: Gerard Madden, SE
- RE: Seismic Deflection Criteria for "Penthouses"
- Prev by Subject: RE: Seismic Deflection Criteria for "Penthouses"
- Next by Subject: RE: Seismic Deflection Criteria for "Penthouses"
- Previous by thread: Precast Site Walls
- Next by thread: RE: Seismic Deflection Criteria for "Penthouses"
- About this archive
- Messages sorted by: [Subject][Thread][Author][Date]