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Masonry Bridges and Viaducts: Testing, Mechanics, Retrofitting Towards an Extended Life Read chapter Read first chapter

2020 | OriginalPaper | Chapter

Structural Reliability of Masonry Arch Bridges Subject to Natural Aging

Authors : Gianluca Borgna, Mariano Angelo Zanini, Lorenzo Hofer, Flora Faleschini, Jose Matos

Published in: Proceedings of ARCH 2019

Publisher: Springer International Publishing

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Abstract

This paper deals with a simplified full-probabilistic methodology for the safety assessment of existing masonry arch bridges. The proposed framework aims to determine the ultimate load-carrying capacity (Ultimate Limit State) of a bridge subject to environmental deterioration, and to establish the influence on the structural reliability.

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previous chapter Multi-rib Arch Bridge Strengthened by Stayed-Cable and Field Test
next chapter Dynamic Investigation and Short-Monitoring of an Historic Multi-span Masonry Arch Bridge
Literature
1.
2.
Halden, D.: Performance Criteria in Arch Bridge Assessment, Arch bridges. ICE Virtual Library (2015)
3.
Nowak, A.S., Collins, K.R.: Reliability of Structures. CRC Press, New York (2012)
4.
EN 1991-2 (2003) Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges [Authority: The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC], vol. 2, no. 2003 (2011)
5.
6.
Moreira, V.N., Fernandes, J., Matos, J.C., Oliveira, D.V.: Reliability-based assessment of existing masonry arch railway bridges. Constr. Build. Mater. 115, 544–554 (2016)CrossRef
Metadata
Title
Structural Reliability of Masonry Arch Bridges Subject to Natural Aging
Authors
Gianluca Borgna
Mariano Angelo Zanini
Lorenzo Hofer
Flora Faleschini
Jose Matos
Copyright Year
2020
Book
Proceedings of ARCH 2019

Print ISBN: 978-3-030-29226-3

Electronic ISBN: 978-3-030-29227-0

Copyright Year: 2020

DOI
https://doi.org/10.1007/978-3-030-29227-0_91