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Missing data estimation method for durability survey of reinforced concrete structures

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dc.contributor.author Rincon, L. pt_BR
dc.contributor.author Habeeb, B. pt_BR
dc.contributor.author Eustaquio, E. pt_BR
dc.contributor.author Hamami, A. pt_BR
dc.contributor.author Matos, J. pt_BR
dc.contributor.author Moscoso, Y. pt_BR
dc.contributor.author Bastidas-Arteaga, E. pt_BR
dc.date.accessioned 2026-01-21T16:09:47Z pt_BR
dc.date.accessioned 2026-05-05T15:09:24Z
dc.date.available 2026-01-21T16:09:47Z pt_BR
dc.date.available 2026-05-05T15:09:24Z
dc.date.issued 2025-01-16 pt_BR
dc.identifier.citation https://doi.org/10.1177/14759217241303656 pt_BR
dc.identifier.uri http://dspace2.lnec.pt:8080/jspui/handle/123456789/1019395 pt_BR
dc.identifier.uri http://repositorio.lnec.pt:8080/jspui/handle/123456789/1019395
dc.description.abstract Reinforced concrete (RC) structures are well-known for their high durability; however, they remain vulnerable to natural hazards and extreme events that can impact their performance over time. In aggressive environments, there is a high likelihood of increased maintenance, rehabilitation, and repair actions that constitute a significant portion of the total lifecycle spending. Monitoring systems have been implemented during the last decades to collect periodically or continuously essential data about the durability performance of the structures in real operation. However, the effectiveness of these systems is impacted by sensor efficacy, influenced in turn by environmental factors, sensor durability, and power outages, leading to intermittent or permanent data gaps. This study proposes a methodology to address the problem of missing data of a Structural Health Monitoring (SHM) system, specifically aiming to provide more accurate and continuous information from concrete resistivity and temperature sensors to support the early detection of corrosion. The proposed methodology was applied to a repaired RC structure with over fourteen years of data, where significant gaps in the measurements were present. The approach combines several techniques to fill these gaps: deep machine learning for air temperature, generalized linear models for concrete temperature, and pattern recognition for concrete resistivity. To the best of the authors’ knowledge, this is the first time a methodology has been proposed for imputing missing data from resistivity sensors in SHM systems, which are increasingly being implemented. This approach is innovative and offers potential benefits for SHM system managers, providing more information on long-term sensor data that could aid in early corrosion detection and maintenance planning. The application of the proposed methodology to a real case study indicated a successful imputation of 43.4% of missing data although some challenges persist for sensors located in areas characterized by high measurements variability. pt_BR
dc.language.iso eng pt_BR
dc.publisher Sage Journals pt_BR
dc.relation GIIP - Gestão Inteligente de Infraestruturas Portuárias (COMPETE 2020) pt_BR
dc.rights openAccess pt_BR
dc.subject Corrosão do aço no betão pt_BR
dc.subject Sensores eletroquimicos pt_BR
dc.title Missing data estimation method for durability survey of reinforced concrete structures pt_BR
dc.type article pt_BR
dc.identifier.localedicao US pt_BR
dc.description.pages 17p. pt_BR
dc.description.volume vol. 24 (4) pt_BR
dc.description.sector DM/NMOMM pt_BR
dc.identifier.proc 0204/1101/21574 pt_BR
dc.description.magazine Structural Health Monitoring pt_BR
dc.contributor.peer-reviewed SIM pt_BR
dc.contributor.academicresearchers SIM pt_BR
dc.contributor.arquivo SIM pt_BR


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