Summary

In the first part of this paper, the main results from a series of experiments focused on Skylark walls are presented. Five Skylark wall specimens were tested in compression. Specimens showed a fragile failure because of the outer panel buckling. In the second part, a methodology is proposed to extrapolate the results to different geometries.

Details

Authors
Gabriele Granello
Organisations
OSL, University of Edinburgh
Date
December 15, 2022