Author: Williams, G M J;Innes, K W
First published: N/A
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Williams, G M J;Innes, K W
Explicit expressions for the local buckling of a generally imperfect, simply supported plate are used to develop a simple method for the design of thin-walled beams. Comparison with test results for lipped-channel beams shows that the method gives good agreement with both collapse asymmoments and elastic deflexions.
R.G. Dawson and A.C. Walker
The paper describes the design and construction of the 330 m (1084 ft) high television tower built for the Independent Television Authority at Emley Moor in Yorkshire.
A.J.J. Bartak and M. Shears