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 do periódico: Proceedings
- Conference titles: International Symposium on Life-Cycle Civil Engineering
-
ABNT
EL DEBS, Mounir Khalil; BELLUCIO, Ellen Kellen; EL DEBS, Ana Lucia Homce de Cresce. Bearing pad of cement-based material for connections of demountable precast concrete structures. Anais.. Taipei: Taiwan Tech, 2010. -
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 ; -
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 ; - Determinação da rigidez secante de pilares pré-moldados de concreto armado e protendido
- Estruturas mistas aço-concreto: origem, desenvolvimento e perspectivas
- 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
- Reinforcement calculation for socket bases of precast concrete columns
- Design model for socket base connections adjusted from experimental results
- Análise experimental da base de pilares pré-moldados em cálice de fundação
- Study of cement-base bearing pad subjected to compression load
- Influence of 'F IND.CK' on the behavior of CFT short columns under axial loads
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
