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Published in 2018 at "Construction and Building Materials"
DOI: 10.1016/j.conbuildmat.2018.03.272
Abstract: Abstract Masonry arch bridges exhibit a complex three-dimensional behaviour which is determined by the interaction between different structural and non-structural components, including the arch barrel, the backfill and the lateral walls. This paper presents an…
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Keywords:
arch;
backfill;
bridge;
masonry ... See more keywords
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Published in 2018 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2018.06.040
Abstract: Abstract In this work, an inverse analysis procedure adopting a Bayesian approach is proposed as a numerical tool to investigate the causes that have led a masonry arch bridge to be in a certain pathological…
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Keywords:
damaged condition;
condition;
bayesian approach;
condition investigation ... See more keywords
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Published in 2017 at "Mechanical Systems and Signal Processing"
DOI: 10.1016/j.ymssp.2016.06.034
Abstract: Abstract Structural monitoring and vibration-based damage identification methods are fundamental tools for condition assessment and early-stage damage identification, especially when dealing with the conservation of historical constructions and the maintenance of strategic civil structures. However,…
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Keywords:
destructive damage;
damage identification;
non destructive;
damage ... See more keywords
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Published in 2020 at "Structure and Infrastructure Engineering"
DOI: 10.1080/15732479.2020.1752261
Abstract: Abstract A probabilistic analysis approach for reliability-based assessment of masonry arch bridges is presented in this work. The methodology is tested on a medieval in-service construction located in Galicia, northwest of Spain. To estimate its…
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Keywords:
arch;
analysis;
bridge;
arch bridges ... See more keywords
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Published in 2020 at "Structural Engineering and Mechanics"
DOI: 10.12989/sem.2020.75.2.271
Abstract: The preservation of historic masonry-arch railway bridges is of paramount importance due to their economic benefits. These bridges which belong to past centuries may nowadays be expected to carry loads higher than those for which…
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Keywords:
arch railway;
masonry arch;
railway bridges;
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Published in 2017 at "International Journal of Physical Modelling in Geotechnics"
DOI: 10.1680/jphmg.16.00037
Abstract: The presence of soil backfill has been shown to have a significant influence on the load-carrying capacity of masonry arch bridges, with the soil fill providing a number of important functions, inc...
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Keywords:
soil;
arch bridges;
masonry arch;
physical modelling ... See more keywords