- 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...
Expand abstract - Publication status:
- Published
- Peer review status:
- Peer reviewed
- Version:
- Publisher's Version
- Files:
-
-
(pdf, 4.4mb)
-
- Publisher copy:
- 10.1016/j.engstruct.2018.04.054
-
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- 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:
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0141-0296
- Pubs id:
-
pubs:854096
- URN:
-
uri:40670d3b-7011-4c7b-8c47-68e97da405b2
- UUID:
-
uuid:40670d3b-7011-4c7b-8c47-68e97da405b2
- Local pid:
- pubs:854096
- Copyright holder:
- Acikgoz, et al
- Copyright date:
- 2018
- Notes:
- © 2018 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/BY/4.0/).
Journal article
Dynamic response of a damaged masonry rail viaduct: Measurement and interpretation
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