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- W1964229258 abstract "In the last few years a number of codes of practice have adopted multiple-column curves which are dependent on material and geometrical imperfection level as well as steel strength. This paper presents three proposals aimed at simplifying the design process. These proposals are based on the concept of adopting one strength curve which is dependent only on out-of-straigthness. Other effects are incorporated by modifying the effective slenderness of the members. Design tables are presented for members of different cross-section and a design example is given." @default.
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- W1964229258 date "1982-01-01" @default.
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- W1964229258 title "A simplified approach for predicting the buckling strength of centrally compressed members" @default.
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- W1964229258 doi "https://doi.org/10.1016/0143-974x(82)90004-9" @default.
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