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Dynamic response of a damaged masonry rail viaduct: Measurement and interpretation

Abstract:

Despite recent advances in modelling and testing techniques, assessing the serviceability of ageing masonry rail bridges remains a significant challenge. Most assessment methods are based on ultimate strength, while reliable measurement-based assessment criteria are lacking. This paper aims to improve the understanding of serviceability behaviour through detailed dynamic monitoring of the bridge locally (e.g. in locations of damage) and globally (e.g. interaction of different components). Qua...

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Publication status:
Published
Peer review status:
Peer reviewed
Version:
Publisher's Version

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Publisher copy:
10.1016/j.engstruct.2018.04.054

Authors


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Institution:
University of Oxford
Division:
MPLS Division
Department:
Engineering Science
Dejong, MJ More by this author
Kechavarzi, C More by this author
Innovate UK More from this funder
Publisher:
Elsevier Publisher's website
Journal:
Engineering Structures Journal website
Volume:
168
Pages:
544-558
Publication date:
2018-05-09
Acceptance date:
2018-04-16
DOI:
EISSN:
1873-7323
ISSN:
0141-0296
Pubs id:
pubs:854096
URN:
uri:40670d3b-7011-4c7b-8c47-68e97da405b2
UUID:
uuid:40670d3b-7011-4c7b-8c47-68e97da405b2
Local pid:
pubs:854096

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