My understanding is that the glue used is intended to be rigid. The glue
used in the field is made to conform with American Plywood Association
Specification AFG-01, "Adhesives for Field-Gluing Plywood to Wood Framing."
Theoretically using this glue increases the I and S of the floor system,
essentially creating a single structural element. I understand that the
reason we do not use glued shearwalls is that the failure would be brittle
as opposed to ductile.