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- W1041099157 abstract "This thesis deals with the stability of pin connected rectangular frames. Loading on a frame con sists of a uniformly distributed load on the beam and two equal concentrated loads on the columns. The basic slopedeflection equations are used to derive the necessary ex pressions for determining the critical load and type of buckling of frames with varied physical properties. A comparison is made between traditional methods that neglect the effect of axial forces and results obtained from this analysis. A design guide utilizing the critical load values of the frames is provided." @default.
- W1041099157 created "2016-06-24" @default.
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- W1041099157 date "1981-01-01" @default.
- W1041099157 modified "2023-09-27" @default.
- W1041099157 title "Buckling of portal frames under combined loads" @default.
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