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- W2897230239 abstract "The paper presents behaviour of the column web panel in shear. The finite element method is employed to examine the resistance of a joint with an extended end plate connection. The FE model is validated to results of physical tests and verified by an analytical solution based on existing formulas. Finally, a parametric study is performed. The studied parameters include web panel thickness, bolt position and the column dimensions." @default.
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- W2897230239 date "2018-07-31" @default.
- W2897230239 modified "2023-10-16" @default.
- W2897230239 title "TWO SIMPLIFIED MODELS OF COLUMN WEB PANEL IN SHEAR" @default.
- W2897230239 cites W2014907250 @default.
- W2897230239 cites W2493667357 @default.
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- W2897230239 doi "https://doi.org/10.14311/cej.2018.02.0018" @default.
- W2897230239 hasPublicationYear "2018" @default.
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