High performance concrete corbels cast in different stages of the column for precast concrete connections (2010)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; DEBS, ANA LUCIA HOMCE DE CRESCE EL - EESC
- Unidade: EESC
- Subjects: CONCRETO REFORÇADO COM FIBRAS; ESTRUTURAS DE CONCRETO PRÉ-MOLDADO
- Language: Inglês
- Imprenta:
- Publisher place: Washington
- Date published: 2010
- Source:
- Título: Proceedings
- Conference titles: International fib Congress and Exhibition
-
ABNT
EL DEBS, Mounir Khalil e COSTA, Jonatas Barreto de Andrade e EL DEBS, Ana Lúcia Homce de Cresce. High performance concrete corbels cast in different stages of the column for precast concrete connections. 2010, Anais.. Washington: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2010. . Acesso em: 28 dez. 2025. -
APA
El Debs, M. K., Costa, J. B. de A., & El Debs, A. L. H. de C. (2010). High performance concrete corbels cast in different stages of the column for precast concrete connections. In Proceedings. Washington: Escola de Engenharia de São Carlos, Universidade de São Paulo. -
NLM
El Debs MK, Costa JB de A, El Debs ALH de C. High performance concrete corbels cast in different stages of the column for precast concrete connections. Proceedings. 2010 ;[citado 2025 dez. 28 ] -
Vancouver
El Debs MK, Costa JB de A, El Debs ALH de C. High performance concrete corbels cast in different stages of the column for precast concrete connections. Proceedings. 2010 ;[citado 2025 dez. 28 ] - Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state
- Analysis of the behavior of transverse walls of socket base connections
- Determination of modulus of elasticity of concrete from the acoustic response
- Estruturas mistas aço-concreto: origem, desenvolvimento e perspectivas
- Determinação da rigidez secante de pilares pré-moldados de concreto armado e protendido
- Reinforcement calculation for socket bases of precast concrete columns
- Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads
- Precast concrete beam and concrete-filled steel tube column connection by steel corbel
- Design parameters for multy-storey precast concrete structures with semi-rigid connection
- Design model for socket base connections adjusted from experimental results
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
