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- W2093470003 abstract "Abstract A n interesting characteristic of portal frames noted by C hwalla (1938) is that lateral buckling loads may be influenced by the presence of initial bending effects. A simple model portal frame is introduced, and an exact elastic stability analysis shows that symmetric buckling loads are affected appreciably by initial bending effects. An exact treatment is also given for small antisymmetric displacements; the buckling loads are influenced again by initial bending effects, but not so seriously. For antisymmetric distortions the behaviour is reasonably linear until the onset of buckling." @default.
- W2093470003 created "2016-06-24" @default.
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- W2093470003 date "1956-11-01" @default.
- W2093470003 modified "2023-09-27" @default.
- W2093470003 title "Buckling of a simple portal frame" @default.
- W2093470003 doi "https://doi.org/10.1016/0022-5096(56)90004-7" @default.
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