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RE: Unreinforced Masonry Upgrades[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaoc(--nospam--at)seaoc.org
- Subject: RE: Unreinforced Masonry Upgrades
- From: mohamadt(--nospam--at)ci.hillsboro.or.us
- Date: Wed, 20 May 1998 14:23:33 -0700
Please fax me a copy of the paper for my review also. Mohamad Tajdar Fax 503-681-6245 > -----Original Message----- > From: Brandon Erickson [SMTP:erickson(--nospam--at)smtp.degenkolbsf.com] > Sent: Wednesday, May 20, 1998 8:06 PM > To: seaoc(--nospam--at)seaoc.org > Subject: Re:Unreinforced Masonry Upgrades > > I have a paper that may be of use to you. Please send me your fax # > (erickson(--nospam--at)degenkolb.com) and I'll send it to you. > > ____________________Reply Separator____________________ > Subject: Unreinforced Masonry Upgrades > Author: seaoc(--nospam--at)seaoc.org > Date: 5/19/98 6:59 PM > > I am trying to find any references or reports on suggessted methods to > evaluate and possibly upgrade unreinforced masonry to current > standards. > In particular I have an old industrial building, greater than 100 > years > old, with 20 inch walls. Any information would be aprreciated. > > David N. Martin, P.E. > > > > >
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