1. ACI 216.1-07/TMS-0216-07. (2007). Code requirements for determining the fire resistance of concrete and masonry construction assemblies., American Concrete Institute, Farmington Hills, Mich, USA. https://www.concrete.org/publications/internationalconcreteabstractsportal/m/details/id/18821.
2. Anderberg Y., & Thelandersson, S. (1976). Stress and deformation characteristics of concrete at high temperatures. 2. Experimental investigation and material behaviour model. Division of Structural mechanics and concrete Sweden. Bulletin 55, 27–67.https://lup.lub.lu.se/search/ws/files/5616345/1245738.pdf.
3. Arioz, O. (2009). Retained properties of concrete exposed to high temperatures: Size effect. Fire and Materials, 33(5), 211–222. https://doi.org/10.1002/fam.996.
4. Aslani, F., & Bastami, M. (2011). Constitutive relationships for normal- and high-strength concrete at elevated temperatures. American Concrete Institution Structural Journal, 8(4), 355–364. https://doi.org/10.14359/51683106.
5. Aslani, F., & Samali, B. (2015). Constitutive relationships for self-compacting concrete at elevated temperatures. Material and Structure, 48, 337–356. https://doi.org/10.1617/s11527-013-0187-1.