1. Associação Brasileira de Normas Técnicas (2013) NBR 14.323: Projeto de estruturas de aço e de estruturas mistas de aço e concreto de edifícios em situação de incêndio. Rio de Janeiro
2. British Standards Institution (2005) BS EN 1993-1-2: Eurocode 3: design of steel structures—Part 1-2: general rules—structural fire design. United Kingdom
3. Knobloch M (2008) Local buckling behavior of steel sections subjected to fire. Fire Saf Sci 9:1239–1254. 10.3801/iafss.fss.9-1239
4. Zhao B, Oly R, Morente F, Real PV, Wald F, Franssen JM, Velda P (2014) Fire design of steel members width welded or hot-rolled class 4 cross-section (FIDESC4). RFCS-CT-2011-00030, 2011-2014, Technical Report No. 5. Luxembourg
5. Couto C, Real PV, Lopes N, Zhao B (2015) Resistance of steel cross-sections with local buckling at elevated temperatures. J Constr Steel Res 109:101–114. https://doi.org/10.1016/j.jcsr.2015.03.005