Coda, Humberto Breves 
; Paccola, Rodrigo Ribeiro
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS, CONEXÕES ESTRUTURAIS
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CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse. Finite Elements in Analysis and Design, v. No 2014, p. 1-15, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2014.07.001. Acesso em: 28 nov. 2025.APA
Coda, H. B., & Paccola, R. R. (2014). A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse. Finite Elements in Analysis and Design, No 2014, 1-15. doi:10.1016/j.finel.2014.07.001NLM
Coda HB, Paccola RR. A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse [Internet]. Finite Elements in Analysis and Design. 2014 ; No 2014 1-15.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2014.07.001Vancouver
Coda HB, Paccola RR. A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse [Internet]. Finite Elements in Analysis and Design. 2014 ; No 2014 1-15.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2014.07.001
