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The most simplified approaches are unidimensional.
However, the majority of these models assume simplified approaches.
That is why, some simplified approaches should be constructed.
One of the objectives of the study was to consider simplified approaches for progressive collapse analysis.
The usefulness and accuracy of existing simplified approaches to the problem are assessed.
Thus, there is also a need for practical, simplified approaches for those applications.
Current simplified approaches and design graphs do not yield reliable temperature predictions in rebar and concrete.
For this reason, simplified approaches are required, depending on the specific aspect to be investigated.
The efficiency of simplified approaches is highlighted from an engineering point of view.
Calculations are performed by using both simplified approaches and time-domain simulation.
We describe both the complete and a simplified approaches, and compare their merits and drawbacks.
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