| Full text | |
| Author(s): |
Yano, Marcus Omori
;
Figueiredo, Eloi
;
da Silva, Samuel
;
Cury, Alexandre
;
Moldovan, Ionut
Total Authors: 5
|
| Document type: | Journal article |
| Source: | BUILDINGS; v. 13, n. 9, p. 13-pg., 2023-09-01. |
| Abstract | |
Bridges are built to last more than 100 years, spanning many human generations. Throughout their lifetime, their service requirements may change, or they age and often suffer a material degradation process that can lead to the need of retrofitting. In bridge engineering, retrofitting refers to the strengthening of existing structures to make them more resistant and to increase the lifespan of bridges. Retrofitting normally increases the stiffness of bridge components, which can cause significant changes in the global modal properties. In the context of structural health monitoring, a classifier trained with datasets before retrofitting will most likely output many outliers after retrofitting, based on the premise that the new observations do not share the same underlying distribution. Therefore, how can long-term monitoring data from one bridge (labeled source domain) be reused to create a classifier that generalizes to the same bridge after retrofitting (unlabeled target domain)? This paper presents a novel approach based on transfer learning in the context of domain adaptation on datasets from two real bridges subjected to retrofit and under-monitoring programs. Based on the assumption that both bridges are undamaged before retrofitting, the results show that transfer learning can support the long-term damage detection process based on a classification using an outlier detection strategy. (AU) | |
| FAPESP's process: | 19/19684-3 - Nonlinear structural health monitoring of structures assembled by bolted joints |
| Grantee: | Samuel da Silva |
| Support Opportunities: | Regular Research Grants |