| Title: |
Crowdsensing-based automated operational modal analysis for indirect bridge structural health monitoring |
| Authors: |
Massarelli, Eleonora; Civera, Marco; Mara, Samuele; Raimondi, Marco; Giordano, Pier Francesco; Quqa, Said; Aimar, Mauro; Limongelli, Maria Pina; Chiaia, Bernardino |
| Contributors: |
Massarelli, Eleonora; Civera, Marco; Mara, Samuele; Raimondi, Marco; Giordano, Pier Francesco; Quqa, Said; Aimar, Mauro; Limongelli, Maria Pina; Chiaia, Bernardino |
| Publication Year: |
2026 |
| Collection: |
IRIS Università degli Studi di Bologna (CRIS - Current Research Information System) |
| Subject Terms: |
Automated operational modal analysi; Data fusion; Drive-by bridge monitoring; Footbridge; Indirect structural health monitoring; Machine learning; Mobile crowdsensing |
| Description: |
In this study, an automated identification procedure for crowdsensing-based indirect Bridge Structural Health Monitoring (iBSHM) is presented. The scope is to estimate the modal parameters of a cycle-pedestrian bridge using only acceleration data collected by smartphones installed on board. The proposed method introduces several innovations. First, natural frequencies are identified using the Stochastic Subspace Identification (SSI) algorithm. Second, the method enables the estimation of damping ratios, which are typically neglected in existing crowdsensing applications. Third, it uses the Singular Value Decomposition (SVD) step within the SSI framework to extract singular vectors corresponding to dominant frequencies, thereby isolating the modal components of the signal and enabling the estimation of mode shapes. The proposed identification procedure is experimentally tested and validated with data from a real footbridge in Bologna (Italy). The field test was carried out with multiple passages of a commercial bicycle, using a single smartphone installed on board. The obtained results are compared with those from a previous test conducted with the same experimental setup and case study, but using a different analysis methodology. Satisfactory comparability and repeatability of the results were achieved. |
| Document Type: |
article in journal/newspaper |
| File Description: |
ELETTRONICO |
| Language: |
English |
| Relation: |
info:eu-repo/semantics/altIdentifier/wos/WOS:001679662100001; volume:353; issue:Part A; firstpage:1; lastpage:17; numberofpages:17; journal:ENGINEERING STRUCTURES; https://hdl.handle.net/11585/1051171; https://www.sciencedirect.com/science/article/pii/S0141029626001161 |
| DOI: |
10.1016/j.engstruct.2026.122203 |
| Availability: |
https://hdl.handle.net/11585/1051171; https://doi.org/10.1016/j.engstruct.2026.122203; https://www.sciencedirect.com/science/article/pii/S0141029626001161 |
| Rights: |
info:eu-repo/semantics/openAccess ; license:Licenza per Accesso Aperto. Creative Commons Attribuzione - Non commerciale - Non opere derivate (CCBYNCND) ; license uri:iris.PUB17 |
| Accession Number: |
edsbas.C4A91889 |
| Database: |
BASE |