Eccentric loading of CFDST columns

Haas, Trevor N. ; Koen, Alexander (2014)

CITATION: Haas, T. N. & Koen, A. 2014. Eccentric loading of CFDST columns. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 8(12):1262-1266.

The original publication is available at


ENGLISH ABSTRACT: Columns have traditionally been constructed of reinforced concrete or structural steel. Much attention was allocated to estimate the axial capacity of the traditional column sections to the detriment of other forms of construction. Other forms of column construction such as Concrete Filled Double Skin Tubes received little research attention, and almost no attention when subjected to eccentric loading. This paper investigates the axial capacity of columns when subjected to eccentric loading. The experimental axial capacities are compared to other established theoretical formulae on concentric loading to determine a possible relationship. The study found a good correlation between the reduction in axial capacity for different column lengths and hollow section ratios.

AFRIKAANSE OPSOMMING: Geen opsomming beskikbaar

Please refer to this item in SUNScholar by using the following persistent URL:
This item appears in the following collections: