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Design of tall steel frames which are not braced against wind loads by simple plastic theory; study of highly simplified frame, which illustrates typical increase of beam section required as result of large wind forces; investigation on regular frame, having equal bays and equal story heights; methods for obtaining reasonable estimates of working deflections and bending moments; as examples 4-story, 10-story, and 30-story frames are described.
Design of tall steel frames which are not braced against wind loads by simple plastic theory; study of highly simplified frame, which illustrates typical increase of beam section required as result of large wind forces; investigation on regular frame, having equal bays and equal story heights; methods for obtaining reasonable estimates of working deflections and bending moments; as examples 4-story, 10-story, and 30-story frames are described.
Approach to design of tall steel buildings
Instn Civ Engrs -- Proc
Heyman, J. (author)
1960
24 pages
Article (Journal)
English
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