Structural analysis of precast concrete sheds with tied portal frame considering physical nonlinearity according to Branson's method

Structural analysis of precast concrete sheds with tied portal frame considering physical nonlinearity according to Branson's method (2011)

Authors:
Autor USP: PINHEIRO, LIBANIO MIRANDA - EESC
Unidade: EESC
Assunto: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO
Language: Inglês
Imprenta:
- Publisher place: Coimbra
- Date published: 2011
ISBN: 9789729654279
Source:
- Título: Proceedings
Conference titles: International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications - CoRAN

A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

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: 19 jan. 2026.
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 2026 jan. 19 ]
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 2026 jan. 19 ]