Research Article
Aug 1965
Studies of the Ductility of Steel Structures
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 91, Issue 4
Abstract
Part of the energy of an ultimate loading or of a severe earthquake shock is usually absorbed by the inelastic deformation of the structural frame. In order to assess the inelastic deformability of a steel frame and its ability to absorb energy, it is necessary to know the load-deformation behavior of its various components. The inelastic load-deformation response of beams, beam-columns, and beam-and-column subassemblages that are subjected to static unidirectional loading is examined. The relevent response criterion for a member is the end moment-end rotation relationship. It is shown, both from experimental and theoretical considerations, that the inelastic load-deformation behavior of many steel frames and frame components can be predicted and that, therefore, the energy absorption capacity of these frames can be assessed. Thus, the basis exists for a rational statical analysis and guidelines are provided for future dynamic studies.
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Published In
Journal of the Structural Division
Volume 91 • Issue 4 • August 1965
Pages: 125 - 152
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Aug 1965
Published online: Feb 1, 2021
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Authors
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Theodore V. Galambos, M.ASCE
Research Assoc. Prof., Fritz Engrg. Lab., Civ. Engrg. Dept., Lehigh Univ., Bethlehem, Pa.
Maxwell G. Lay, AM.ASCE
Engr., State Electricity Comm., Melbourne, Victoria, Australia; formerly, Research Instructor, Fritz Engrg. Lab., Civ. Engrg. Dept., Lehigh Univ. Bethlehem, Pa.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.