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Glass Block Walls

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Can anyone make any recommendations, or know of any documentation, regarding
the shear capacity of glass block walls? I am evaluating an existing
building with a wood diaphragm supported by a wood shear wall on one side
and a glass block wall on the other side. The glass bock wall has horizontal
wire reinforcement web at 24" o.c. and 5"X3" steel mullions vertical at
5'-4" o.c.

Gina T. Gobo, E.I.T.
Structural Engineering
DLR Group
Ph. 206.461.6000
Fax 206.461.6049