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Yielding in framed structures under dynamic loads
Force-displacement relations are derived for element of framed structure, incorporating effects of inelastic interactions; it is shown that one-dimensional elastic-perfectly-plastic force-displacement relationship is degenerate case of these relations; application of relations to derive equations of motion of framed structures is discussed and illustrated for simple space-frame; dynamic response of frame is obtained and it is shown that inelastic interaction between forces during yielding has significant effect on response. (16521)
Yielding in framed structures under dynamic loads
Force-displacement relations are derived for element of framed structure, incorporating effects of inelastic interactions; it is shown that one-dimensional elastic-perfectly-plastic force-displacement relationship is degenerate case of these relations; application of relations to derive equations of motion of framed structures is discussed and illustrated for simple space-frame; dynamic response of frame is obtained and it is shown that inelastic interaction between forces during yielding has significant effect on response. (16521)
Yielding in framed structures under dynamic loads
ASCE Annu Nat Meet -- Prepr
Nigam, N.C. (author)
ASCE Annual and National Meeting on Structural Engineering ; 1968 ; United States , Pittsburgh, PA
1968
45 pages
Conference paper
English
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