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- W3128536422 startingPage "75" @default.
- W3128536422 abstract "Behavior and design of steel columns subjected to thrust and unequal end moments; simple interaction formula for maximum values of forces and moments is proposed which takes into account danger of plastic collapse by bending and buckling by torsion bending; safety considerations based on theory and on tests conducted in United States and in Belgium." @default.
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- W3128536422 date "1959-09-01" @default.
- W3128536422 modified "2023-09-28" @default.
- W3128536422 title "Stability Considerations in the Design of Steel Columns" @default.
- W3128536422 doi "https://doi.org/10.1061/jsdeag.0000426" @default.
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