I've noticed that a lot of the all-glass super-engineered, architect designed places with glass to all possible corners have (probably oversized for looks) steel cables with turnbuckles to hold them square. Usually crossed.
I think they're ugly. Mind you thin ones wouldn't look any better.
(and we had a small earthquake about 20 miles away last week)
I would be willing to try the steel/metal banding idea, as far as wind damage. Sounds like a reasonable idea. Probably do a little dumpster-diving at some building sites too if I could get it free.
There are always these when you want to spend money. Note they replace Code 1x4 let in brace - not shear wall requirements.
http://www.strongtie.com/products/connectors/WB-WBC-TWB-CWB-RCWB.html
(http://www.strongtie.com/graphics/products/large/WB-WBC-TWB-CWB-RCWB7.gif)
See Simpson page for various styles.
More bracing and code info from Simpson.
http://www.strongtie.com/news/industry/wall-bracing/conventional.html
Here is a diagram of comparative wall rigidity.
(http://www.countryplans.com/images/wall_rigidity.gif)
This link has another good description and graphic (warning, tripod sites do have an ad popup you need to close)
http://mgacon0.tripod.com/plywood.htm