Source: Proceedings. Conference titles: International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications - CoRAN. Unidade: EESC
Assunto: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO
ABNT
SANTOS, Andreilton de Paula e CARVALHO, Roberto Chust e PINHEIRO, Libânio Miranda. Structural analysis of precast concrete sheds with tied portal frame considering physical nonlinearity according to Branson's method. 2011, Anais.. Coimbra: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2011. . Acesso em: 10 jun. 2024.APA
Santos, A. de P., Carvalho, R. C., & Pinheiro, L. M. (2011). Structural analysis of precast concrete sheds with tied portal frame considering physical nonlinearity according to Branson's method. In Proceedings. Coimbra: Escola de Engenharia de São Carlos, Universidade de São Paulo.NLM
Santos A de P, Carvalho RC, Pinheiro LM. Structural analysis of precast concrete sheds with tied portal frame considering physical nonlinearity according to Branson's method. Proceedings. 2011 ;[citado 2024 jun. 10 ]Vancouver
Santos A de P, Carvalho RC, Pinheiro LM. Structural analysis of precast concrete sheds with tied portal frame considering physical nonlinearity according to Branson's method. Proceedings. 2011 ;[citado 2024 jun. 10 ]