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: 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: 12 out. 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 out. 12 ] -
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 out. 12 ] - Estruturas mistas aço-concreto: origem, desenvolvimento e perspectivas
- Determinação da rigidez secante de pilares pré-moldados de concreto armado e protendido
- Analysis of the behavior of transverse walls of socket base connections
- Reinforcement calculation for socket bases of precast concrete columns
- Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state
- Determination of modulus of elasticity of concrete from the acoustic response
- High performance concrete corbels cast in different stages of the column for precast concrete connections
- 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 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