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The Structural Engineer, Volume 52, Issue 11, 1974
I was very interested to read the report of the discussion on this subject, and in particular, the reference made to the Forth Road Bridge, since I was deputy resident engineer on that project. B.G. Smith
The action of winds on the rough surfaces of cooling towers is often not taken into account. However, disregard of this factor when designing cooling towers can result in their unsatisfactory behaviour. Max A.M. Herzog
Research which included tests on 157 cores, 216 cylinders and 244 cubes is described in this paper. The authors recommend a method for equating tests on cores with cube strengths obtained under the standard conditions of manufacture and curing set out in specifications. J.M. Plowman, W.F. Smith and T. Sherriff