Coda, Humberto Breves 
; Silva, Adriana Patrícia de Oliveira; Paccola, Rodrigo Ribeiro
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, TERREMOTOS, PONTES PÊNSEIS, ESTRUTURAS
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ABNT
CODA, Humberto Breves e SILVA, Adriana Patrícia de Oliveira e PACCOLA, Rodrigo Ribeiro. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges. Latin American Journal of Solids and Structures, v. 17, n. 3, p. 1-30, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255818. Acesso em: 24 jul. 2024.APA
Coda, H. B., Silva, A. P. de O., & Paccola, R. R. (2020). Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges. Latin American Journal of Solids and Structures, 17( 3), 1-30. doi:10.1590/1679-78255818NLM
Coda HB, Silva AP de O, Paccola RR. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-30.[citado 2024 jul. 24 ] Available from: https://doi.org/10.1590/1679-78255818Vancouver
Coda HB, Silva AP de O, Paccola RR. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-30.[citado 2024 jul. 24 ] Available from: https://doi.org/10.1590/1679-78255818
