Author: Allen, D N de G;Severn, R T
First published: N/A
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Allen, D N de G;Severn, R T
Most of the large amount of work on plastic collapse of structures has been concerned with the collapse of structures loaded in their own plane and hence the members are subjected only to bending moment, end load and shear force.
S.S. Gill and J.K.G. Boucher
The paper reviews the modern form of composite steel framework in which the structure is designed as a box shell and deliberate provision is made in the overall design for the contribution to load support and transverse stability from ancillary elements of the structure.
First, I must thank all members of the Institution very sincerely for the honour they have conferred on me by electing me as President for this Session.