Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/84757
Título: | Application of Petri nets to manage bridge decks |
Autor(es): | Ferreira, Cláudia Neves, Luís Matos, José C. Silva, Ana |
Palavras-chave: | Bridges Asset management Deterioration model Maintenance model Maintenance activities Petri nets |
Data: | 2022 |
Editora: | Springer |
Revista: | Lecture Notes in Civil Engineering |
Citação: | Ferreira, C., Neves, L., Matos, J.C.e., Silva, A. (2022). Application of Petri Nets to Manage Bridge Decks. In: Pellegrino, C., Faleschini, F., Zanini, M.A., Matos, J.C., Casas, J.R., Strauss, A. (eds) Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures. EUROSTRUCT 2021. Lecture Notes in Civil Engineering, vol 200. Springer, Cham. https://doi.org/10.1007/978-3-030-91877-4_149 |
Resumo(s): | Over the last decades, the most developed counties performed investments and efforts in the enhancement of civil engineering infrastructures. These countries have built infrastructures able to respond to current demands, reducing the need for investments in new infrastructures. However, most of the existing infrastructures present clear signs of deterioration, making it fundamental to invest correctly in their recovery. The ageing of infrastructure, together with the scarce budgets available for maintenance and rehabilitation, are the main reasons for the development of decision support tools in order to maximize the investment done in the past. In this study, a stochastic methodology for bridge component management based on Petri nets is presented. The deterioration model is applied to analyze the deterioration process over time, and the maintenance model is applied to analyze the consequences of alternative maintenance strategies to control deterioration in bridge components. The maintenance model described can be considered as a full life-cycle model that includes not only the deterioration process, but also inspections, maintenance, and renewal processes. The methodology proposed was used to analyze a sample of 425 pre-stressed concrete decks. The historic data used was obtained from a Portuguese highway manager and are based in major bridge inspection historic information. |
Tipo: | Artigo em ata de conferência |
URI: | https://hdl.handle.net/1822/84757 |
ISBN: | 978-3-030-91876-7 |
e-ISBN: | 978-3-030-91877-4 |
DOI: | 10.1007/978-3-030-91877-4_149 |
ISSN: | 2366-2557 |
Versão da editora: | https://link.springer.com/chapter/10.1007/978-3-030-91877-4_149 |
Arbitragem científica: | yes |
Acesso: | Acesso restrito autor |
Aparece nas coleções: | ISISE - Capítulos/Artigos em Livros Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
---|---|---|---|---|
2022_EuroStruct_Book_ProceedingsOfThe1stConference (1).pdf Acesso restrito! | 397,61 kB | Adobe PDF | Ver/Abrir |