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The Structural Engineer, Volume 59, Issue 16, 1981
Professor F. W. Williams (M) (University of Wales Institute of Science and Technology): It is useful to note that Armstrong's notation enables the authors' method to be stated, much more concisely and simply, as an application of the familiar stiffness matrix method, as follows.
This month's letters concern subsidence, Category 3 checks and New Zealand seismic masonry codes.
If your dream job involves castles and stately homes, it's unlikely you would turn your attention to structural engineering. But as Kim Rochard explains, it’s possible to combine the two in the specialised field of conservation engineering. Helena Russell finds out more.