In addition, these tests have been subjected to a specific numerical investigation with help of a 3D hybrid structural FE model. It is illustrated through this numerical investigation that the actual advanced modelling technique is accurate enough to reproduce precisely the fire behaviour of complex structural systems and may be applied to fire safety engineering with high level of confidence.
Zhao, B. and Roosefid, M. (2011), "Experimental and Numerical Investigations of Steel and Concrete Composite Floors Subjected to ISO Fire Condition", Journal of Structural Fire Engineering, Vol. 2 No. 4, pp. 301-310. https://doi.org/10.1260/2040-2318.104.22.1681Download as .RIS
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