Bearing pad of cement-based material for connections of demountable precast concrete structures (2010)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; DEBS, ANA LUCIA HOMCE DE CRESCE EL - EESC
- Unidade: EESC
- Subjects: ESTRUTURAS DE CONCRETO ARMADO PRÉ-MOLDADO; LIGAÇÕES ESTRUTURAIS
- Language: Inglês
- Imprenta:
- Publisher: Taiwan Tech
- Publisher place: Taipei
- Date published: 2010
- ISBN: 9789860249866
- Source:
- Título: Proceedings
- Conference titles: International Symposium on Life-Cycle Civil Engineering
-
ABNT
EL DEBS, Mounir Khalil e BELLUCIO, Ellen Kellen e EL DEBS, Ana Lúcia Homce de Cresce. Bearing pad of cement-based material for connections of demountable precast concrete structures. 2010, Anais.. Taipei: Taiwan Tech, 2010. . Acesso em: 11 fev. 2026. -
APA
El Debs, M. K., Bellucio, E. K., & El Debs, A. L. H. de C. (2010). Bearing pad of cement-based material for connections of demountable precast concrete structures. In Proceedings. Taipei: Taiwan Tech. -
NLM
El Debs MK, Bellucio EK, El Debs ALH de C. Bearing pad of cement-based material for connections of demountable precast concrete structures. Proceedings. 2010 ;[citado 2026 fev. 11 ] -
Vancouver
El Debs MK, Bellucio EK, El Debs ALH de C. Bearing pad of cement-based material for connections of demountable precast concrete structures. Proceedings. 2010 ;[citado 2026 fev. 11 ] - Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads
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- Precast concrete beam and concrete-filled steel tube column connection by steel corbel
- Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections
- Application of high strength fiber reinforced self-compacting concrete as a filling material in an innovative precast connection
- Bond strength behavior of self-compacting concrete under cyclic loading in pull-out tests
- Behavior of socket base connections emphasizing pedestal walls
- Análise da base de pilares pré-moldados na ligação com cálice de fundação com interfaces lisas
- Innovative structural system consisting of CFT columns and precast concrete beams
- Numerical analysis of composite slim floor systems
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