Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
On population-based structural health monitoring for bridges: comparing similarity metrics and dynamic responses between sets of bridges
Bridges are valuable infrastructure assets that are challenging and expensive to maintain. State-of-the-art data-based bridge SHM solutions look to use bridge response data for condition assessment and damage detection. Data-based SHM methods can be limited in their application as they require large datasets to train models effectively, and most bridges lack the available data for the approaches to work. Further, it would be expensive and unrealistic to collect the required datasets to employ data-based methods to entire bridge networks. Recently, a population-based structural health monitoring (PBSHM) approach was proposed that seeks to leverage the data available for SHM problems by pooling together similar structures with their datasets. The PBSHM approach could be valuable in bridge SHM, enhancing the datasets available for ‘populations of bridges. The PBSHM approach for assessing the similarity of bridges has been considered before and was shown to be useful for identifying similar and different bridge types. However, no data were considered in the previous work, and similarity metrics were only qualified using engineering judgement. For the PBSHM approach to be useful in bridge SHM, there is still a need to check that ‘similar’ bridges have similar responses for transfer learning to be feasible. This paper expands upon previous work and provides originality by investigating if bridges identified as similar also exhibit similar responses. The PBSHM derived similarity metrics convey the topological similarity between structures, and mode shapes are identified as being a topologically sensitive bridge response. Therefore, a modal test campaign is carried out for a set of six real bridges, and Operational Modal Analysis is used to identify modal responses from each of the bridge decks. The Modal Assurance Criterion is used to evaluate the similarity between the mode shapes from pairs of bridges and is subsequently compared to the similarity metrics evaluated between those bridges. The similarity metrics were ...
On population-based structural health monitoring for bridges: comparing similarity metrics and dynamic responses between sets of bridges
Bridges are valuable infrastructure assets that are challenging and expensive to maintain. State-of-the-art data-based bridge SHM solutions look to use bridge response data for condition assessment and damage detection. Data-based SHM methods can be limited in their application as they require large datasets to train models effectively, and most bridges lack the available data for the approaches to work. Further, it would be expensive and unrealistic to collect the required datasets to employ data-based methods to entire bridge networks. Recently, a population-based structural health monitoring (PBSHM) approach was proposed that seeks to leverage the data available for SHM problems by pooling together similar structures with their datasets. The PBSHM approach could be valuable in bridge SHM, enhancing the datasets available for ‘populations of bridges. The PBSHM approach for assessing the similarity of bridges has been considered before and was shown to be useful for identifying similar and different bridge types. However, no data were considered in the previous work, and similarity metrics were only qualified using engineering judgement. For the PBSHM approach to be useful in bridge SHM, there is still a need to check that ‘similar’ bridges have similar responses for transfer learning to be feasible. This paper expands upon previous work and provides originality by investigating if bridges identified as similar also exhibit similar responses. The PBSHM derived similarity metrics convey the topological similarity between structures, and mode shapes are identified as being a topologically sensitive bridge response. Therefore, a modal test campaign is carried out for a set of six real bridges, and Operational Modal Analysis is used to identify modal responses from each of the bridge decks. The Modal Assurance Criterion is used to evaluate the similarity between the mode shapes from pairs of bridges and is subsequently compared to the similarity metrics evaluated between those bridges. The similarity metrics were ...
On population-based structural health monitoring for bridges: comparing similarity metrics and dynamic responses between sets of bridges
Bunce, Andrew (Autor:in) / Brennan, Daniel S. (Autor:in) / Ferguson, Alan (Autor:in) / O'Higgins, Connor (Autor:in) / Taylor, Su (Autor:in) / Cross, Elizabeth J (Autor:in) / Worden, Keith (Autor:in) / Brownjohn, James (Autor:in) / Hester, David (Autor:in)
01.07.2024
Bunce, A, Brennan, D S, Ferguson, A, O'Higgins, C, Taylor, S, Cross, E J, Worden, K, Brownjohn, J & Hester, D 2024, 'On population-based structural health monitoring for bridges: comparing similarity metrics and dynamic responses between sets of bridges', Mechanical Systems and Signal Processing, vol. 216, 111501. https://doi.org/10.1016/j.ymssp.2024.111501
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
/dk/atira/pure/subjectarea/asjc/2200/2207 , name=Control and Systems Engineering , /dk/atira/pure/subjectarea/asjc/1700/1711 , name=Signal Processing , /dk/atira/pure/subjectarea/asjc/2200/2205 , name=Civil and Structural Engineering , /dk/atira/pure/subjectarea/asjc/2200/2202 , name=Aerospace Engineering , /dk/atira/pure/subjectarea/asjc/2200/2210 , name=Mechanical Engineering , /dk/atira/pure/subjectarea/asjc/1700/1706 , name=Computer Science Applications
DDC:
624
Structural Health Monitoring of Bridges
| British Library Conference Proceedings | 2002
STRUCTURAL HEALTH MONITORING OF TIMBER BRIDGES
| British Library Conference Proceedings | 2010
Dynamic monitoring of structural health in cable-supported bridges
| British Library Conference Proceedings | 1999