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A platform for research: civil engineering, architecture and urbanism
Simple and elementary method is developed which permits one to calculate lower limits of strength and rigidity of lateral support in order to provide "full bracing" to columns and beams; "full bracing" is defined as equivalent in effectiveness to immovable lateral support.
Simple and elementary method is developed which permits one to calculate lower limits of strength and rigidity of lateral support in order to provide "full bracing" to columns and beams; "full bracing" is defined as equivalent in effectiveness to immovable lateral support.
Lateral bracing of columns and beams
ASCE -- Proc (J Structural Div)
Winter, G. (author)
1958
22 pages
Article (Journal)
English
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