Abstract
End-plate-type joints are widely used in steel frame structures, connecting either two steel elements (like beam-to-column, beam-to-beam or column-to-column joints) or a steel and a concrete/reinforced concrete element (like column-base joints or joints of a steel beam and a reinforced concrete column). Although these joints have numerous practical advantages, their application results in a more complicated structural behaviour which must be considered in the design.
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References
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© 2000 Springer Science+Business Media Dordrecht
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Ádány, S., Dunai, L., Calado, L. (2000). Experimental and Analytical Studies on the Cyclic Behaviour of Column-Base Joints. In: Baniotopoulos, C.C., Wald, F. (eds) The Paramount Role of Joints into the Reliable Response of Structures. NATO Science Series, vol 4. Springer, Dordrecht. https://doi.org/10.1007/978-94-010-0950-8_13
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DOI: https://doi.org/10.1007/978-94-010-0950-8_13
Publisher Name: Springer, Dordrecht
Print ISBN: 978-0-7923-6701-7
Online ISBN: 978-94-010-0950-8
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