A consistent reduction of reinforced concrete beam stiffness based on reliability analysis (2002)
Source: Proceedings. Conference titles: World Congress on Computational Methods. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE CONCRETO, ESTRUTURAS (CONFIABILIDADE)
ABNT
SOARES, Rodrigo de Carvalho e MOHAMED, Alaa. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. 2002, Anais.. Vienna: IACM, 2002. . Acesso em: 30 set. 2024.APA
Soares, R. de C., & Mohamed, A. (2002). A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. In Proceedings. Vienna: IACM.NLM
Soares R de C, Mohamed A. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. Proceedings. 2002 ;[citado 2024 set. 30 ]Vancouver
Soares R de C, Mohamed A. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. Proceedings. 2002 ;[citado 2024 set. 30 ]