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RE: Seismic zones and design values in Mongolia[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: Seismic zones and design values in Mongolia
- From: "Paul Meyer" <PMeyer(--nospam--at)HASimons.com>
- Date: Wed, 22 Sep 1999 15:56:36 -0700
Title: RE: Seismic zones and design values in Mongolia
Check with your federal government.. Presumably you have an embassy there. The people who designed the embassy should have the local seismic data. If you strike out with them, try the Architectural division of the Canadian Government's Department of Foreign Affairs...I think they did something there recently. You can get to the Government of Canada through http://www.gc.ca and directly to foreign affairs at http://www.dfait-maeci.gc.ca/
Mention you're a kiwi, and hence part of the Commonwealth, and they may be more helpful.
> Subject: Re: Seismic zones and design values in Mongolia
> The 1997 UBC has seismic zones for countries around the world.
> Unfortunately, the closest that I could find was Beijing in
> China, which is
> still QUITE a distance from Ulaan Baatar. Beijing is
> classified as a zone
> 4 in the 1997 UBC.
> >I am assisting with a design study for a gold plant to be
> constructed near
> >Mongolia's capital Ulaan Baatar.
> >I have requested Russian standards, and are very slowly obtaining
> >information, which then requires translation.
> >What I urgently require, in English, is an indicative assessment of
> >seismicity, perhaps as compared to the US code, or NZ code.
> Knowing what
> >the basic horizontal coefficient for elastically responding
> structures is
> >will help me in preparing cost estimates.
> >Can anyone help, or connect me to someone that could? Any
> advice is greatly
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