Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/85689

TítuloStructural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridge
Autor(es)Minh, Tran Quang
Sousa, Hélder S.
Ngo, Thuc V.
Nguyen, Binh D.
Quyen, Nguyen-Trong
Nguyen, Huan X.
Corredor, Edward Alexis Baron
Matos, José C.
Son, Dang Ngoc
Palavras-chaveANN
FEM
Damage assessment
Structural health monitoring
Steel truss bridge
Data2023
EditoraMultidisciplinary Digital Publishing Institute (MDPI)
RevistaApplied Sciences
CitaçãoTran, M.Q.; Sousa, H.S.; Ngo, T.V.; Nguyen, B.D.; Nguyen, Q.T.; Nguyen, H.X.; Baron, E.; Matos, J.; Dang, S.N. Structural Assessment Based on Vibration Measurement Test Combined with an Artificial Neural Network for the Steel Truss Bridge. Appl. Sci. 2023, 13, 7484. https://doi.org/10.3390/app13137484
Resumo(s)Damage assessment is one of the most crucial issues for bridge engineers during the operational and maintenance phase, especially for existing steel bridges. Among several methodologies, the vibration measurement test is a typical approach, in which the natural frequency variation of the structure is monitored to detect the existence of damage. However, locating and quantifying the damage is still a big challenge for this method, due to the required human resources and logistics involved. In this regard, an artificial intelligence (AI)-based approach seems to be a potential way of overcoming such obstacles. This study deployed a comprehensive campaign to determine all the dynamic parameters of a predamaged steel truss bridge structure. Based on the results for mode shape, natural frequency, and damping ratio, a finite element model (FEM) was created and updated. The artificial intelligence network’s input data from the damage cases were then analysed and evaluated. The trained artificial neural network model was curated and evaluated to confirm the approach’s feasibility. During the actual operational stage of the steel truss bridge, this damage assessment system showed good performance, in terms of monitoring the structural behaviour of the bridge under some unexpected accidents.
TipoArtigo
URIhttps://hdl.handle.net/1822/85689
DOI10.3390/app13137484
e-ISSN2076-3417
Versão da editorahttps://www.mdpi.com/2076-3417/13/13/7484
Arbitragem científicayes
AcessoAcesso aberto
Aparece nas coleções:DET/2C2T - Artigos em revistas internacionais com arbitragem científica
ISISE - Artigos em Revistas Internacionais

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