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Bracing requirements for inelastic steel beams
Design of bracing for inelastic steel beams is seen to depend on fulfillment of three separate criteria, that is, axial strength, axial stiffness and bending strength, and stiffness with respect to longitudinal axis of beam being braced; equations are presented which allow each of these criteria to be individually defined; bracing equations are presented in such way that they may be directly coupled with deformation capacity predictions contained in earlier papers by writers; it is shown that most essential property for majority of practical brace systems is that they should possess adequate axial strength and stiffness.
Bracing requirements for inelastic steel beams
Design of bracing for inelastic steel beams is seen to depend on fulfillment of three separate criteria, that is, axial strength, axial stiffness and bending strength, and stiffness with respect to longitudinal axis of beam being braced; equations are presented which allow each of these criteria to be individually defined; bracing equations are presented in such way that they may be directly coupled with deformation capacity predictions contained in earlier papers by writers; it is shown that most essential property for majority of practical brace systems is that they should possess adequate axial strength and stiffness.
Bracing requirements for inelastic steel beams
ASCE -- Proc (J Structural Div)
Lay, M.G. (Autor:in) / Galambos, T.V. (Autor:in)
1966
22 pages
Aufsatz (Zeitschrift)
Englisch
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