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Re: Seismic Upgrade prob. W/97 UBC

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Dennis Wish writes:<< how come we aren't considering URM retrofits with rigid 
diaphragm analysis? >>

I believe the analysis approach for a typical URM building is an assumption 
that the building is a single mode oscillator that moves instantaneously with 
the ground.  And the relative rigidity of straight or diagonal sheathing to 
URM walls (13", 17" and 21" thick walls) would be great.  Wouldn't these 
conditions give little chance for a diaphragm to react and distribute forces 
based on its rigidity?

Brad Smith