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A platform for research: civil engineering, architecture and urbanism
Studies of ductility of steel structures
Inelastic load-deformation response of beams, beam-columns, and beam-and-column subassemblages that are subjected to static unidirectional loading is examined; relevant response criterion for member is end moment-end rotation relationship; it is shown, both from experimental and theoretical considerations, that inelastic load-deformation behavior of many steel frames and frame components can be predicted and that energy absorption capacity of these frames can be assessed.
Studies of ductility of steel structures
Inelastic load-deformation response of beams, beam-columns, and beam-and-column subassemblages that are subjected to static unidirectional loading is examined; relevant response criterion for member is end moment-end rotation relationship; it is shown, both from experimental and theoretical considerations, that inelastic load-deformation behavior of many steel frames and frame components can be predicted and that energy absorption capacity of these frames can be assessed.
Studies of ductility of steel structures
ASCE -- Proc (J Structural Div)
Galambos, T.V. (author) / Lay, M.G. (author)
1965
27 pages
Article (Journal)
English
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