Strength of Short Centrally Loaded Concrete-Filled Steel Tubular Columns

Author:

Krishan Anatoly L.,Troshkina Evgeniya A.,Chernyshova Elvira P.

Publisher

Elsevier BV

Subject

Control and Systems Engineering

Reference16 articles.

1. Fattah, A.M. (2012). Behavior of concrete columns under various confinement effects. A Dissertation … doctor of philosophy. College of Engineering, Kansas State University, Manhattan, Kansas.

2. Fonov, V.M., Liudkovski, I.G., and Nesterovich A.P. (1989). Axial Compression Strength and Ductility of Concrete-Filled Elements. Concrete and Reinforced Concrete, No. 1, pp. 4–6.

3. Pitch Spasing effect on the axial compressive behavior of spirally reinforced concrete-filled steel tube (SRCFT);Hamidian;Journal of Thin-Walled Structures.,2016

4. Concrete filled steel tubular structures (Second edition);Han,2007

5. Perfomans of concrete-encased CFST stub columns under axial compression;Han;Journal of Constructional Steel Research.,2014

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