Resistance model for confined circular reinforced concrete columns under eccentric loads

Circular reinforced concrete columns with spiral reinforcement exhibit an increased ductility and resistance due to the confinement effect. Many experimental investigations and theoretical studies related to this topic are focused on columns under axial load, while those for eccentric load are seldo...

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Bibliographic Details
Main Authors: Marta Lutomirska, Aleksander Szwed, Aneta Krystyna Łuszczynska, Tomasz Andrzej Lutomirski
Format: Article
Language:English
Published: Polish Academy of Sciences 2024-12-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/133489/39_1k.pdf
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