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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 include discussion over design checks and suitably experienced engineers as well as seismic design of masonry and more.
The tragedy of the Francis Scott Key Bridge highlights the need for structural engineers to ensure that the risks inherent in our built infrastructure remain acceptable, argues Colin Caprani.