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- W2941160256 abstract "The behaviour of prestressed stayed steel columns under axial compression has been intensively investigated; however, research on their behaviour under eccentric loading has not been conducted. This current work investigates the stability behaviour of prestressed stayed steel box section columns under eccentric loading by using finite element analysis. It was demonstrated that the load carrying capacity could be decreased by the load eccentricity. A reduction factor that quantitatively denotes the effect of load eccentricity on the load carrying capacities was defined, and approximate formulae calculating the reduction factor have also been proposed. Further, it has been found that the effect of eccentricity on the load carrying capacity is significantly affected by the critical buckling modes of prestressed stayed steel columns. In addition, the effects of slenderness ratio, crossarm length, and stay diameter have also been presented in this work. The results will be of great assistance when designing this type of column under eccentric loading." @default.
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- W2941160256 date "2019-08-01" @default.
- W2941160256 modified "2023-10-18" @default.
- W2941160256 title "Numerical investigation into prestressed stayed steel box section columns under eccentric loading" @default.
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- W2941160256 doi "https://doi.org/10.1016/j.jcsr.2019.04.015" @default.
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