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Behaviour of Double Skinned Composite Columns with Concrete Filled Tubular Columns
This paper comprises of the experimental study of five (5) double skinned concrete filled steel tubular (DSCFT ) columns of concentrically placed circular sections filled with self-compacting concrete (SCC). Tests on the specimens were made by applying axial loads. The main experimental parameter varied for columns were slenderness ratio. The test ... Read More»
Research Article: J Archit Eng Tech 2017, 6:194
DOI:
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