Return to index: [Subject] [Thread] [Date] [Author]
RE: (E) Masonry with steel upgrade
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: "INTERNET:seaint(--nospam--at)seaint.org" <seaint(--nospam--at)seaint.org>
- Subject: RE: (E) Masonry with steel upgrade
- From: merrick group <merrickgroup(--nospam--at)compuserve.com>
- Date: Fri, 21 Jan 2000 18:38:01 -0500
- Sender: merrick group <merrickgroup(--nospam--at)compuserve.com>
Message text written by INTERNET:seaint(--nospam--at)seaint.org >seismic-force-amplification< seismic-force-amplification OMEGA gives a reasonable approximation of actual forces acting in an inelastically responding structure. EQ forces are required to be increased by this amount for teh design of elements ie collectors that should not yield. the Elastic response force is about 2xOMEGA My masonry wall in zone 4 David Merrick, SE David Merrick
- Follow-Ups:
- RE: (E) Masonry with steel upgrade
- From: Mike Valley
- RE: (E) Masonry with steel upgrade
- Prev by Subject: RE: (E) Masonry with steel upgrade
- Next by Subject: RE: (E) Masonry with steel upgrade
- Previous by thread: RE: (E) Masonry with steel upgrade
- Next by thread: RE: (E) Masonry with steel upgrade
- About this archive
- Messages sorted by: [Subject][Thread][Author][Date]