Investigation of metal built-up columns, Part I: Formulae
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DOI: 10.1556/606.2020.00285
Abstract: Eurocodes give guidance how to design built-up columns having effective bending stiffness, smeared shear stiffness and local bow imperfection amplitude e0 = L/500 under compression. The guidance is valid only for columns supported by hinges… read more here.
Keywords: investigation metal; part; built columns; part formulae ... See more keywords