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RE: Modeling Diaphragm Stiffness of Unreinforced Masonry

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That's great, but I'm here.

BTW, no seismic problems in Houston, Texas. The lateral loading is from
wind.

> -----Original Message-----
> From: NRoselund(--nospam--at)aol.com [mailto:NRoselund(--nospam--at)aol.com]
> Sent: Monday, April 26, 1999 12:46 PM
> To: seaint(--nospam--at)seaint.org
> Subject: Re: Modeling Diaphragm Stiffness of Unreinforced Masonry
>
>
> Chapter 95 of the Los Angeles City Building Code (Voluntary
> Earthquake Hazard
> Reduction in Existing Concrete Buildings and Concrete Frame
> Buildings With
> Masonry Infills) deals with this kind of building.  SEAOSC
> conducted a
> seminar in November 1996.  The Seminar notes included theory,
> analysis and
> design procedures, and a copy of the Code.