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Recent trends in operation modal analysis techniques and its application on a steel truss bridge
UiT The Arctic University Norway.
Luleå University of Technology, Department of Engineering Sciences and Mathematics, Mathematical Science.ORCID iD: 0000-0001-7620-9386
2019 (English)In: Nonlinear Studies, ISSN 1359-8678, Vol. 26, no 4, p. 911-927Article, review/survey (Refereed) Published
Abstract [en]

Aging of infrastructure causes many problems with great consequences, essentially economical. Operation modal analysis (OMA) is one of the most crucial techniques used for dynamic analysis of civil engineering structures (e.g. bridges, dams or tunnels). OMA uses various time and frequency domain methods to obtain the modal parameters. The analysis of OMA techniques can be used to detect, locate and quantify the damage in a structure. The major challenge for damage detection using OMA is the analysis of a large amount of noisy data collected from sensors. New signal processing techniques and artificial intelligence can play an important role in future research in the area. In this article, we present and discuss recent developments in OMA techniques and also give a concrete example on a steel truss bridge, where the most popular OMA techniques have been implemented and applied.

Place, publisher, year, edition, pages
Cambridge Scientific Publishers , 2019. Vol. 26, no 4, p. 911-927
National Category
Mathematical Analysis
Research subject
Applied Mathematics
Identifiers
URN: urn:nbn:se:ltu:diva-80356OAI: oai:DiVA.org:ltu-80356DiVA, id: diva2:1457269
Note

Godkänd;2020;Nivå 0;2020-08-18 (alebob)

Available from: 2020-08-11 Created: 2020-08-11 Last updated: 2022-11-09Bibliographically approved

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http://www.nonlinearstudies.com/index.php/nonlinear/article/view/2093

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Grip, Niklas

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