Non-uniform torsion of thin-walled open-section multi-span beams
نویسندگان
چکیده
منابع مشابه
Non-linear behaviour of thin-walled open section composite beams in lateral stability
An analytical study along with a numerical investigation is conducted to determine the lateral buckling strength of thin-walled open-section I shape composite beams. Based on Vlasov-type linear hypothesis beam stiffness coefficients, which account for a cross section geometry and material anisotropy of the section, are obtained. In this study the axial and bending coupling terms ( A,, , A,, , D...
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ژورنال
عنوان ژورنال: Magazine of Civil Engineering
سال: 2017
ISSN: 2071-4726,2071-0305
DOI: 10.5862/mce.67.6