Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: DINÂMICA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames. Finite Elements in Analysis and Design, v. 47, n. 4, p. 319-333, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2010.11.001. Acesso em: 28 nov. 2025.APA
Coda, H. B., & Paccola, R. R. (2011). A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames. Finite Elements in Analysis and Design, 47( 4), 319-333. doi:10.1016/j.finel.2010.11.001NLM
Coda HB, Paccola RR. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames [Internet]. Finite Elements in Analysis and Design. 2011 ; 47( 4): 319-333.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2010.11.001Vancouver
Coda HB, Paccola RR. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames [Internet]. Finite Elements in Analysis and Design. 2011 ; 47( 4): 319-333.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2010.11.001
