Behaviour of semi-rigid steel beam-to-be
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KΘ©stutis Urbonas; Alfonsas DaniΕ«nas
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Article
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2006
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Elsevier Science
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English
β 943 KB
This paper presents an analysis of semi-rigid beam-to-beam end-plate bolted joints that are subjected to bending and tension or a compression axial force. Usually the influence of axial force on joint rotational stiffness is neglected. According to EC3, the axial load, which is less than 10% of plas