Ultimate capacity prediction of axially loaded CFST short columns

Author:

Güneyisi Esra Mete,Gültekin Ayşegül,Mermerdaş Kasım

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference67 articles.

1. Abed, F., Al-Hamaydeh, M., and Abdalla, S. (2013). “Experimental and numerical investigations of the compressive behavior of concrete filled steel tubes (CFSTs).” Journal of Constructional Steel Research, 80, pp.429–439.

2. ACI-318R (2005). Building code requirements for structural concrete and commentary. Farmington Hills, American Concrete Institute, MI, USA.

3. Ahmadi, M., Naderpour, H., and Kheyroddin, A. (2014). “Utilization of artificial neural networks to prediction of the capacity of CCFT short columns subject to short term axial load.” Archives of Civil and Mechanical Engineering, 14(3), pp.510–517.

4. AIJ (1997). Recommendations for design and construction of concrete filled steel tubular structures. Architectural Institute of Japan, Tokyo, Japan (in Japanese).

5. AIJ (2001). Standards for structural calculation of steel reinforced concrete structures. 5th ed., Architectural Institute of Japan, Tokyo, Japan (in Japanese).

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