Inverse analysis and optimization-based model updating for structural damage detection
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F23%3APU149729" target="_blank" >RIV/00216305:26110/23:PU149729 - isvavai.cz</a>
Result on the web
<a href="https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.2136" target="_blank" >https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.2136</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/cepa.2136" target="_blank" >10.1002/cepa.2136</a>
Alternative languages
Result language
angličtina
Original language name
Inverse analysis and optimization-based model updating for structural damage detection
Original language description
Structural health monitoring and early detection of structural damage is extremely important to maintain and preserve the service life of civil engineering structures. Identification of structural damage is usually performed using non-destructive vibration experiments combined with a mathematical procedure called model updating. The finite element model of the investigated structure is updated by incrementally adjusting its parameters so that the model responses gradually approach those of the real possibly damaged structure under investigation. This paper describes the use of two model updating methods. The first method employs metaheuristic optimization technique aimed multilevel sampling to efficiently search the design parameter space to achieve the best match between the deformed structure and its model. The second method approaches model updating as an inverse problem and uses machine learning-based model to approximate inverse relationship between structural response and structural parameters. Both methods are applied to damage identification of single- and double-span steel trusses. Finally, initial results of the hybrid method are presented. The effect of the damage rate and location on the identification speed and the accuracy of the solution is investigated and discussed.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2023
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
EUROSTRUCT 2023 - European Association on Quality Control of Bridges and Structures: Digital Transformation in Sustainability
ISBN
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ISSN
2509-7075
e-ISSN
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Number of pages
6
Pages from-to
1228-1233
Publisher name
Ernst & Sohn
Place of publication
Berlin, Germany
Event location
Vienna, Austria
Event date
Sep 25, 2023
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
001256546000037