Non-linear boundary element analysis of floor slabs reinforced with rectangular beams (2007)
Fonte: Engineering Analysis with Boundary Elements. Unidade: EESC
Assuntos: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO
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FERNANDES, Gabriela Rezende e VENTURINI, Wilson Sérgio. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams. Engineering Analysis with Boundary Elements, v. 31, n. 8, p. 721-737, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2006.12.007. Acesso em: 28 nov. 2025.APA
Fernandes, G. R., & Venturini, W. S. (2007). Non-linear boundary element analysis of floor slabs reinforced with rectangular beams. Engineering Analysis with Boundary Elements, 31( 8), 721-737. doi:10.1016/j.enganabound.2006.12.007NLM
Fernandes GR, Venturini WS. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2007 ; 31( 8): 721-737.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2006.12.007Vancouver
Fernandes GR, Venturini WS. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2007 ; 31( 8): 721-737.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2006.12.007
