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Full Description
This book highlights the residual strength of the CFDST column, that can be used to determine the most suitable repair method in order to retrofit the column. The book elaborates on the behavior of CFDST column after being exposed to fire. This book also discusses the effectiveness of repair method using single and Hybrid Fibre Reinforced Polymer (FRP) of fire-damaged CFDST columns. It concludes by taking a look at different parameters such as thickness of outer steel tube and fire exposure time as factors affecting thermal properties/stability.
Contents
Introduction.- Literature Review.- Post-Fire Behavior of Concrete-Filled Double Skin Steel Tubular Columns.- Temperature Distribution and Post-Fire Behavior of ConcreteFilled Double Skin Steel Tubular Columns.- Conclusion and Recommendation.



