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Abstract：
A simplified method is developed to predict the ultimate load capacity of concrete filled steel columns. This method makes use of the advantages of the design methods in CECS and EC4. It is shown that the current method can be used to predict the ultimate load capacity of circular section concrete filled steel tube columns with good accuracy.
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Proceedings of the 5th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures
Year： 2012
Page： 161-170
Language： English
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ESI Highly Cited Papers on the List： 0 Unfold All
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30 Days PV： 3
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