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Reliability-based assessment of masonry arch bridges

Autor
Casas, J.
Tipus d'activitat
Article en revista
Revista
Construction & building materials
Data de publicació
2011-04
Volum
25
Número
4
Pàgina inicial
1621
Pàgina final
1631
DOI
https://doi.org/10.1016/j.conbuildmat.2010.10.011 Obrir en finestra nova
Projecte finançador
ARCHES. Assessment and rehabilitation of central european highway structures
Ajuda complementària projecte europeu ARCHES
Repositori
http://hdl.handle.net/2117/10966 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0950061810005064 Obrir en finestra nova
Resum
The paper presents a methodology for the probabilistic assessment of masonry arches at the serviceability and ultimate limit states. First, it explains the definition of the different failure modes and corresponding limit state functions that may occur depending on the type of masonry construction (single-ring and multi-ring). The most reported modes of failure are the four-hinge mechanism, the ring separation in multiring arches and the slippage at the foundations. Because of the lack of reliab...
Citació
Casas, Joan R. Reliability-based assessment of masonry arch bridges. "Construction and building materials", Abril 2011, vol. 25, núm. 4, p. 1621-1631.
Paraules clau
Arch, Fatigue, Masonry, Reliability, Serviceability
Grup de recerca
EC - Enginyeria de la Construcció

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