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Re: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC)

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Bill -

Do you have any compatibility issues (e.g. flexible elements) that
would require more drift to activate the design capacity than the
GWB could accomodate before loss of capacity?

Personally, I am uncomfortable with something that has very little
post-peak strength, which is about all I recall of GWB wall behavior.
Just remember that the earthquake won't know that the system is only
allowed to drift a small amount before the capacity falls off.  I know
that doesn't help much with numerical justification, but there you
have it.


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