Post-heating response of concrete-filled circular steel columns

Author:

Abbas Husain,Al-Salloum Yousef,Alsayed Saleh,Alhaddad Mohammed,Iqbal Rizwan

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference35 articles.

1. Abbas, H., Al-Salloum, Y. A., Alsayed, S. H., and Alhaddad, M. S. (2013). System for improving fire endurance of concrete-filled steel tubular columns, United States patent: US 8,484,915 B1, Jul. 16.

2. Abbas, H., Tyagi, B. L., Arif, M., and Gupta, N. K. (2003). “Curved fold model analysis for axisymmetric axial crushing of tubes.” Thin-Walled Structures, Vol. 41, Issue 7, pp. 639–661, DOI: 10.1016/S0263-8231(03)00009-0.

3. Abramowicz, W. and Jones, N. (1986). “Dynamic progressive buckling of circular and square tubes.” Int. J. Impact Eng., Vol. 4, pp. 243–270, DOI: 10.1016/0734-743X(86)90017-5.

4. American Concrete Institute (ACI) (2014). Building code requirements for structural concrete and commentary, ACI 318R-14, American Concrete Institute, Detroit, MI, USA.

5. American Institute of Steel Construction (AISC) (2010). Specification for Structural Steel Buildings, AISC 360-10, American Institute of Steel Construction.

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