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Inelastic steel beams under uniform moment
Out-of-plane behavior of closely braced steel wide-flange beams is examined; unloading (failure) of such beams terminates their rotation capacity and thus their usefulness in plastic design; theory of discontinuous yielding is used to estimate out-of-plane behavior in inelastic range and to provide analytical prediction of rotation capacity of beams under uniform moment; lateral support spacing is found to be function of quantity of rotation which beam is required to deliver; it is shown that condition of spans has marked influence on behavior of beam; effective length concept is used to account for this effect.
Inelastic steel beams under uniform moment
Out-of-plane behavior of closely braced steel wide-flange beams is examined; unloading (failure) of such beams terminates their rotation capacity and thus their usefulness in plastic design; theory of discontinuous yielding is used to estimate out-of-plane behavior in inelastic range and to provide analytical prediction of rotation capacity of beams under uniform moment; lateral support spacing is found to be function of quantity of rotation which beam is required to deliver; it is shown that condition of spans has marked influence on behavior of beam; effective length concept is used to account for this effect.
Inelastic steel beams under uniform moment
ASCE -- Proc (J Structural Div)
Lay, M.G. (Autor:in) / Galambos, T.V. (Autor:in)
1965
27 pages
Aufsatz (Zeitschrift)
Englisch
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