Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state (2010)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; DEBS, ANA LUCIA HOMCE DE CRESCE EL - EESC
- Unidade: EESC
- Subjects: TUBOS (CONFIABILIDADE); CONCRETO ARMADO
- 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
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ABNT
SILVA, Jefferson Lins da et al. Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state. 2010, Anais.. Taipei: Taiwan Tech, 2010. . Acesso em: 28 dez. 2025. -
APA
Silva, J. L. da, El Debs, M. K., El Debs, A. L. H. de C., & Nowak, A. S. (2010). Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state. In Proceedings. Taipei: Taiwan Tech. -
NLM
Silva JL da, El Debs MK, El Debs ALH de C, Nowak AS. Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state. Proceedings. 2010 ;[citado 2025 dez. 28 ] -
Vancouver
Silva JL da, El Debs MK, El Debs ALH de C, Nowak AS. Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state. Proceedings. 2010 ;[citado 2025 dez. 28 ] - Analysis of the behavior of transverse walls of socket base connections
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- 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
- High performance concrete corbels cast in different stages of the column for precast concrete connections
- 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
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