Abstract
Present paper is aimed at presenting the results of the study performed at the University of Liège on the deformability and the resistance of column web panels in strong axis beam-to-column joints, when subjected to transverse loads carried over by the beam(s).
Formulae for the assessment of the ultimate resistance and stability (buckling and crippling) of the column webs are proposed; they are based on the conclusions of a parametrical study which is briefly described.
Present paper is restricted to the beam-to-column joints with H or I hot-rolled sections.
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References
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© 1992 Springer-Verlag Berlin Heidelberg
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Maquoi, R., Jaspart, J.P. (1992). Load-Introduction Resistance of Column Webs in Strong Axis Beam-to-Column Joints. In: Křupka, V., Drdácký, M. (eds) Contact Loading and Local Effects in Thin-walled Plated and Shell Structures. International Union of Theoretical and Applied Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-02822-3_25
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DOI: https://doi.org/10.1007/978-3-662-02822-3_25
Publisher Name: Springer, Berlin, Heidelberg
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