Experimental Investigation and Numerical Analysis of the Axial Load Capacity of Circular Concrete-Filled Tubular Columns

This paper focuses on the experimental investigation of the axial load capacity of CFT (concrete-filled steel tube) columns under actual construction conditions during building reconstruction. A total of four samples were loaded up to failure. The varied parameters were the column length and absence...

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Bibliographic Details

Main Authors:	Marija M. Lazović Radovanović, Jelena Z. Nikolić
Format:	Artigo
Language:	Inglês
Published:	MDPI AG 2024-05-01
Series:	Buildings
Subjects:	CFT columns experimental tests nonlinear analysis numerical simulations
Online Access:	https://www.mdpi.com/2075-5309/14/5/1329
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