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- W2074518077 abstract "Traditionally, a distinction has been made between sway and non-sway behavior in determining the buckling length of the columns of any structure. Both behaviors are treated using a common assumption: for the beams and columns that connect at one node, the remote ends have the same rotation. This assumption is employed for the calculation of the buckling length using a new formulation that explicitly considers the stiffness providing lateral restraint. Two interesting results come out of this new formulation: (1) The traditional classification between sway and non-sway structures can be abandoned, now that a single formulation for the buckling coefficient is available that considers the stiffness of the bracing system, and (2) a tool for the design of the bracing systems, that allows the effect of the stiffness of the bracing system on the buckling coefficients of the columns of a structure. Several examples are presented." @default.
- W2074518077 created "2016-06-24" @default.
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- W2074518077 date "2012-07-01" @default.
- W2074518077 modified "2023-09-25" @default.
- W2074518077 title "Unified buckling length coefficient for sway and non-sway structures" @default.
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- W2074518077 doi "https://doi.org/10.1016/j.engstruct.2012.03.008" @default.
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