Comparison of forecasting models to predict concrete bridge decks performance
Autor(a) principal: | |
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Data de Publicação: | 2020 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | https://hdl.handle.net/1822/64406 |
Resumo: | The accuracy of forecasting models for the prediction of an infrastructure's deterioration process plays a significant role in the estimation of optimal maintenance, rehabilitation, and replacement strategies. Numerous approaches have been developed to overcome the limitations of existing forecasting models. In this article, a direct comparison is made between different models using the same input data to derive conclusions of their distinct performance. The models selected for the comparison were Markov, semi-Markov, and hidden Markov models together with artificial neural networks (ANNs), which have been reported in literature as reliable deterioration prediction models. A quality of fit was performed to measure how well the observed data corresponded to the predicted values, and therefore objectively compare the performance of each model. The results demonstrated that the most accurate prediction was accomplished by the ANN model. Nevertheless, all models presented differences with respect to typical values of concrete decks life expectancy, which is attributed to the inherent difficulties of the database. Additionally, the problem of the visual inspection subjectivity was also regarded as one of the potential causes for the found deviations. Therefore, this article also discusses the shortcomings of current condition assessment practices and encourages future bridge management systems to replace the classical methods by more sophisticated and objective tools. |
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Comparison of forecasting models to predict concrete bridge decks performanceArtificial neural networksCondition ratingsHidden Markov modelsMarkov modelsPredictive modelsSemi-Markov modelsVisual inspectionEngenharia e Tecnologia::Engenharia CivilScience & TechnologyThe accuracy of forecasting models for the prediction of an infrastructure's deterioration process plays a significant role in the estimation of optimal maintenance, rehabilitation, and replacement strategies. Numerous approaches have been developed to overcome the limitations of existing forecasting models. In this article, a direct comparison is made between different models using the same input data to derive conclusions of their distinct performance. The models selected for the comparison were Markov, semi-Markov, and hidden Markov models together with artificial neural networks (ANNs), which have been reported in literature as reliable deterioration prediction models. A quality of fit was performed to measure how well the observed data corresponded to the predicted values, and therefore objectively compare the performance of each model. The results demonstrated that the most accurate prediction was accomplished by the ANN model. Nevertheless, all models presented differences with respect to typical values of concrete decks life expectancy, which is attributed to the inherent difficulties of the database. Additionally, the problem of the visual inspection subjectivity was also regarded as one of the potential causes for the found deviations. Therefore, this article also discusses the shortcomings of current condition assessment practices and encourages future bridge management systems to replace the classical methods by more sophisticated and objective tools.The first, third and fourth authors also acknowledge that, this work was partly 574 financed by FEDER funds through the Competitivity Factors Operational 575 Programme - COMPETE and by national funds through FCT Foundation for 576 Science and Technology within the scope of the project POCI-01-0145-FEDER- 577 007633. This project has received funding from the European Union’s Horizon 578 2020 research and innovation programme under grant agreement No 769255. This 579 document reflects only the views of the author(s). Neither the Innovation and 580 Networks Executive Agency (INEA) nor the European Commission is in any way 581 responsible for any use that may be made of the information it contains.John Wiley & SonsUniversidade do MinhoAriza, Monica Patrícia SantamariaZambon, IvanSousa, Hélder S.Matos, José C.Strauss, Alfred20202020-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/64406engAriza M.P.S., Zambon I., Sousa H.S., Matos J.C., Strauss A. (online version, 2020). Comparison of forecasting models to predict concrete bridge decks performance. Structural Concrete. DOI: 10.1002/suco.201900434)1464-41771751-764810.1002/suco.201900434The original publication is available at https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.201900434info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T12:08:09Zoai:repositorium.sdum.uminho.pt:1822/64406Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T18:59:20.205720Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse |
dc.title.none.fl_str_mv |
Comparison of forecasting models to predict concrete bridge decks performance |
title |
Comparison of forecasting models to predict concrete bridge decks performance |
spellingShingle |
Comparison of forecasting models to predict concrete bridge decks performance Ariza, Monica Patrícia Santamaria Artificial neural networks Condition ratings Hidden Markov models Markov models Predictive models Semi-Markov models Visual inspection Engenharia e Tecnologia::Engenharia Civil Science & Technology |
title_short |
Comparison of forecasting models to predict concrete bridge decks performance |
title_full |
Comparison of forecasting models to predict concrete bridge decks performance |
title_fullStr |
Comparison of forecasting models to predict concrete bridge decks performance |
title_full_unstemmed |
Comparison of forecasting models to predict concrete bridge decks performance |
title_sort |
Comparison of forecasting models to predict concrete bridge decks performance |
author |
Ariza, Monica Patrícia Santamaria |
author_facet |
Ariza, Monica Patrícia Santamaria Zambon, Ivan Sousa, Hélder S. Matos, José C. Strauss, Alfred |
author_role |
author |
author2 |
Zambon, Ivan Sousa, Hélder S. Matos, José C. Strauss, Alfred |
author2_role |
author author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Ariza, Monica Patrícia Santamaria Zambon, Ivan Sousa, Hélder S. Matos, José C. Strauss, Alfred |
dc.subject.por.fl_str_mv |
Artificial neural networks Condition ratings Hidden Markov models Markov models Predictive models Semi-Markov models Visual inspection Engenharia e Tecnologia::Engenharia Civil Science & Technology |
topic |
Artificial neural networks Condition ratings Hidden Markov models Markov models Predictive models Semi-Markov models Visual inspection Engenharia e Tecnologia::Engenharia Civil Science & Technology |
description |
The accuracy of forecasting models for the prediction of an infrastructure's deterioration process plays a significant role in the estimation of optimal maintenance, rehabilitation, and replacement strategies. Numerous approaches have been developed to overcome the limitations of existing forecasting models. In this article, a direct comparison is made between different models using the same input data to derive conclusions of their distinct performance. The models selected for the comparison were Markov, semi-Markov, and hidden Markov models together with artificial neural networks (ANNs), which have been reported in literature as reliable deterioration prediction models. A quality of fit was performed to measure how well the observed data corresponded to the predicted values, and therefore objectively compare the performance of each model. The results demonstrated that the most accurate prediction was accomplished by the ANN model. Nevertheless, all models presented differences with respect to typical values of concrete decks life expectancy, which is attributed to the inherent difficulties of the database. Additionally, the problem of the visual inspection subjectivity was also regarded as one of the potential causes for the found deviations. Therefore, this article also discusses the shortcomings of current condition assessment practices and encourages future bridge management systems to replace the classical methods by more sophisticated and objective tools. |
publishDate |
2020 |
dc.date.none.fl_str_mv |
2020 2020-01-01T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://hdl.handle.net/1822/64406 |
url |
https://hdl.handle.net/1822/64406 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Ariza M.P.S., Zambon I., Sousa H.S., Matos J.C., Strauss A. (online version, 2020). Comparison of forecasting models to predict concrete bridge decks performance. Structural Concrete. DOI: 10.1002/suco.201900434) 1464-4177 1751-7648 10.1002/suco.201900434 The original publication is available at https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.201900434 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
John Wiley & Sons |
publisher.none.fl_str_mv |
John Wiley & Sons |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
instname_str |
Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
instacron_str |
RCAAP |
institution |
RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
repository.name.fl_str_mv |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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1799132384995573760 |