Behaviour of tie confined reinforced concrete columns subjected to standard fire exposure

The fire resistance of Reinforced Concrete (RC) Columns, defined as the duration for which the columns can withstand fire exposure without losing structural integrity, is influenced by confining parameters such as cross ties, tie anchorage, and tie spacing. This paper evaluates the influence of vari...

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Bibliographic Details
Published inAdvances in structural engineering
Main Authors Buch, Shujaat Hussain, Sharma, Umesh Kumar
Format Journal Article
LanguageEnglish
Published 25.06.2025
Online AccessGet full text

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