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This paper briefly reviews the subject of wind-induced oscillation of steel and reinforced concrete stacks, and attempts to collate relevant information from various
sources in order to illustrate the major problems to be overcome by the practical designer. Useful practical parameters have been extracted from this information for use
in the design of circular steel and reinforced concrete stacks.
K. Irish and R.G. Cochrane
January 1971 was the first occasion that the Institution examined candidates for corporate membership in the Part 3 Examination only; and the first time that the Technician Test was set. This review of the performance of both groups of candidates is based upon the reports of the respective examiners, all of whom are practising chartered structural engineers with an average age of well below forty.
An earlier paper by Khan and Kemp considered the elastic composite action in a slab-beam system, in which the ends of the beams are resting on rigid columns. In this paper, the elastic composite action study is extended to include the flexural stiffness and the end conditions of the elastic columns.