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Blast resistant Structures

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While there are others, below please find a site for blast design manuals:

http://www.efdlant.navfac.navy.mil/Lantops_15/Publications_15.htm#DESIGN


Desi Kiss
Irvine, Ca




                                                                                                               
                    nattamai                                                                                   
                    mohanram             To:     seaint(--nospam--at)seaint.org                                             
                    <nattamaim@ya        cc:     lee.templeton(--nospam--at)parsons.com                                     
                    hoo.com>             Subject:     Blast resistant Structures                               
                                                                                                               
                    04/27/2000                                                                                 
                    08:30 AM                                                                                   
                    Please                                                                                     
                    respond to                                                                                 
                    seaint                                                                                     
                                                                                                               
                                                                                                               




I need your help on the following :
Question:
Topic:  Considerations of structures designed to
resist brief and rare Explosion or Impact loads
I am looking for some guide or other document/text
that addresses how a rare and brief explosive load
should be treated as relates to the design of a
strucural support providing restraint.  Specifically,
I am designing some supports for restraining inlet and
exhaust piping from a vessel that may experience an
accidental ignition of it's contents.  These supports
must restrain the loads.  However, I understand that
due to the probability and the brief duration of the
event,  allowable stresses may be rationalized to
either full yield or some percentage greater than
yield.

Thanks

Nat

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