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On estimation of deflexions in elastic-plastic framed structures
Equation of virtual work is applied to determine deflections as last plastic hinge is formed in collapsing framed structure; technique is particularly valuable when dealing with partial collapse mechanisms, frame remaining redundant while collapsing; as examples, calculations are presented of simple fixed-ended beam, single-story portal frame, and 4-story single-bay structure.
On estimation of deflexions in elastic-plastic framed structures
Equation of virtual work is applied to determine deflections as last plastic hinge is formed in collapsing framed structure; technique is particularly valuable when dealing with partial collapse mechanisms, frame remaining redundant while collapsing; as examples, calculations are presented of simple fixed-ended beam, single-story portal frame, and 4-story single-bay structure.
On estimation of deflexions in elastic-plastic framed structures
Instn Civ Engrs -- Proc
Heyman, J. (Autor:in)
1961
22 pages
Aufsatz (Zeitschrift)
Englisch
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