Improved predictive model to the cross-sectional resistance of CFT
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://link.springer.com/content/pdf/10.1007/s12206-017-0733-9.pdf
Reference47 articles.
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3. G. D. Hatzigeorgiou, Numerical model for the behavior and capacity of circular CFT columns, Part I: Theory, Eng. Struct., 30 (6) (2008) 1573–1578.
4. R. Chacón, E. Mirambell and E. Real, Resistance of concrete-filled tubular structures (CFT) on integral bridges, Inf. Constr., 64 (527) (2012) 355–370.
5. Bradford Centre for Sustainable Environments (2014).
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