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- W2058473090 abstract "In this work a reformulation of the parameters in the nominal curvature method of Eurocode 2 [1] is proposed, with a new definition of the maximum curvature of the column and the deflected shape. A comparison between Eurocode 2 [1] and the proposed formulation is made, considering: variable column heights; concrete classes from the low to high strength concrete; transverse loading; axial loads with different eccentricities; and variable load levels. In general the designs made with the present model give less steel area than in Eurocode 2 and can be used in high strength concrete." @default.
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- W2058473090 date "2010-12-01" @default.
- W2058473090 modified "2023-09-27" @default.
- W2058473090 title "Second order effects in slender concrete columns-reformulation of the Eurocode 2 method based on nominal curvature" @default.
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- W2058473090 doi "https://doi.org/10.1016/j.engstruct.2010.08.005" @default.
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