Nonlinear analysis of I-section steel beams through the use of non-linear theory of roads (2011)
Source: Anais: XXXII CILANCE. Conference titles: Congresso Ibero Latino-Americano de Metodos Computacionais em Engenharia. Unidade: EP
Subjects: VIGAS, MÉTODO DOS ELEMENTOS FINITOS, NORMAS TÉCNICAS
ABNT
LAGO, Leonardo Barbosa e CAMPELLO, Eduardo de Morais Barreto. Nonlinear analysis of I-section steel beams through the use of non-linear theory of roads. 2011, Anais.. S.l: [s.n.], 2011. Disponível em: https://repositorio.usp.br/directbitstream/aadc9d58-4b64-42bb-97c7-edb5cd6324af/Campello-2011-nonlinear.pdf. Acesso em: 23 maio 2024.APA
Lago, L. B., & Campello, E. de M. B. (2011). Nonlinear analysis of I-section steel beams through the use of non-linear theory of roads. In Anais: XXXII CILANCE. S.l: [s.n.]. Recuperado de https://repositorio.usp.br/directbitstream/aadc9d58-4b64-42bb-97c7-edb5cd6324af/Campello-2011-nonlinear.pdfNLM
Lago LB, Campello E de MB. Nonlinear analysis of I-section steel beams through the use of non-linear theory of roads [Internet]. Anais: XXXII CILANCE. 2011 ;[citado 2024 maio 23 ] Available from: https://repositorio.usp.br/directbitstream/aadc9d58-4b64-42bb-97c7-edb5cd6324af/Campello-2011-nonlinear.pdfVancouver
Lago LB, Campello E de MB. Nonlinear analysis of I-section steel beams through the use of non-linear theory of roads [Internet]. Anais: XXXII CILANCE. 2011 ;[citado 2024 maio 23 ] Available from: https://repositorio.usp.br/directbitstream/aadc9d58-4b64-42bb-97c7-edb5cd6324af/Campello-2011-nonlinear.pdf