Push-out tests of straight shear connectors based on steel-concrete adherence (2012)
- Authors:
- USP affiliated authors: DEBS, ANA LUCIA HOMCE DE CRESCE EL - EESC ; DEBS, MOUNIR KHALIL EL - EESC
- Unidade: EESC
- Subjects: CONCRETO; CONEXÕES ESTRUTURAIS
- Language: Inglês
- Imprenta:
- Publisher: Taylor & Francis Group
- Publisher place: London
- Date published: 2012
- ISBN: 9780415621243
- Source:
- Título do periódico: Proceedings
- Conference titles: International Conference on Bridge Maintenance, Safety and Management
-
ABNT
DIÓGENES, Hidelbrando José Farkat e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. Push-out tests of straight shear connectors based on steel-concrete adherence. 2012, Anais.. London: Taylor & Francis Group, 2012. . Acesso em: 19 abr. 2024. -
APA
Diógenes, H. J. F., El Debs, A. L. H. de C., & El Debs, M. K. (2012). Push-out tests of straight shear connectors based on steel-concrete adherence. In Proceedings. London: Taylor & Francis Group. -
NLM
Diógenes HJF, El Debs ALH de C, El Debs MK. Push-out tests of straight shear connectors based on steel-concrete adherence. Proceedings. 2012 ;[citado 2024 abr. 19 ] -
Vancouver
Diógenes HJF, El Debs ALH de C, El Debs MK. Push-out tests of straight shear connectors based on steel-concrete adherence. Proceedings. 2012 ;[citado 2024 abr. 19 ] - Análise de pórticos mistos com vigas de concreto pré-moldado e pilares mistos preenchidos
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- Análise de um novo tipo de emenda de barra com tubo de aço e graute
- Experimental study of bond between steel bars and self-compacting concrete with steel fiber
- Precast concrete beam to concrete-filled steel tube column connection by steel corbel
- 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
- Estudo dos coeficientes de ponderação das ações na análise da estabilidade de pórticos de concreto pré-moldado
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