Design parameters for multy-storey precast concrete structures with semi-rigid connection (2015)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; DEBS, ANA LUCIA HOMCE DE CRESCE EL - EESC
- Unidade: EESC
- Subjects: DESIGN; ESTRUTURAS DE CONCRETO PRÉ-MOLDADO
- Language: Inglês
- Imprenta:
- Publisher: FIB]
- Publisher place: [Copenhagen
- Date published: 2015
- Source:
- Título do periódico: Proceedings
- Conference titles: FIB Symposium
-
ABNT
EL DEBS, Mounir Khalil e MARIN, Marcelo Cuadrado e EL DEBS, Ana Lúcia Homce de Cresce. Design parameters for multy-storey precast concrete structures with semi-rigid connection. 2015, Anais.. [Copenhagen: FIB], 2015. . Acesso em: 24 abr. 2024. -
APA
El Debs, M. K., Marin, M. C., & El Debs, A. L. H. de C. (2015). Design parameters for multy-storey precast concrete structures with semi-rigid connection. In Proceedings. [Copenhagen: FIB]. -
NLM
El Debs MK, Marin MC, El Debs ALH de C. Design parameters for multy-storey precast concrete structures with semi-rigid connection. Proceedings. 2015 ;[citado 2024 abr. 24 ] -
Vancouver
El Debs MK, Marin MC, El Debs ALH de C. Design parameters for multy-storey precast concrete structures with semi-rigid connection. Proceedings. 2015 ;[citado 2024 abr. 24 ] - Análise de pórticos mistos com vigas de concreto pré-moldado e pilares mistos preenchidos
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- Experimental study of bond between steel bars and self-compacting concrete with steel fiber
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- Comparative analysis of perpendicular and inclined dowels for semi-rigid beam-to-column connection of precast concrete structures
- Analysis of cruciform connections using fibre reinforced self-compacting concrete under push-out tests
- Theoretical and numerical approach of the bond behavior in pull-out tests using self-compacting concrete and steel bars
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