TY - JOUR
T1 - Automated structural integrity assessment of bridges
T2 - a hybrid machine learning and feature-based framework
AU - Alseid, Bara
AU - Seo, Hyungjoon
N1 - Publisher Copyright:
© Springer-Verlag GmbH Germany, part of Springer Nature 2025.
PY - 2025
Y1 - 2025
N2 - This study investigates the effectiveness of two advanced analytical methodologies, Sequential Feature Isolation (SFI) and Filtration-Based Structuring (FBS) for large-scale structural assessments, specifically in analyzing critical features of the Silver Jubilee Bridge. Ensuring precise detection and classification of structural components in 3D point cloud data is crucial for effective damage assessment. The SFI method employs successive stages of CANUPO analysis followed by dip angle filtration, whereas the FBS method begins with dip angle filtration before proceeding with CANUPO analysis. A critical aspect of this research is optimizing the Local Neighbor Radius (LNR) for dip angle filtration. By testing LNR values ranging from 0.01m to 0.025m, the study identified 0.01m, paired with an 80-degree dip angle, as the optimal setting, significantly enhancing filtration precision. The SFI and FBS methods effectively reduced the number of brick points by an average of 99% and joint points by 90%, while retaining 28% of crack points crucial for shaping crack configurations. The comparative analysis revealed that the SFI method is suited for projects requiring high precision and detailed feature isolation, whereas the FBS method is better suited for tasks needing a broader retention of structural details. The study underscores the importance of selecting the appropriate method based on specific research objectives and provides clear guidelines for method selection and structural feature analysis. This comprehensive approach enhances the precision and reliability of structural assessments, offering significant contributions to the field of geological and structural analysis.
AB - This study investigates the effectiveness of two advanced analytical methodologies, Sequential Feature Isolation (SFI) and Filtration-Based Structuring (FBS) for large-scale structural assessments, specifically in analyzing critical features of the Silver Jubilee Bridge. Ensuring precise detection and classification of structural components in 3D point cloud data is crucial for effective damage assessment. The SFI method employs successive stages of CANUPO analysis followed by dip angle filtration, whereas the FBS method begins with dip angle filtration before proceeding with CANUPO analysis. A critical aspect of this research is optimizing the Local Neighbor Radius (LNR) for dip angle filtration. By testing LNR values ranging from 0.01m to 0.025m, the study identified 0.01m, paired with an 80-degree dip angle, as the optimal setting, significantly enhancing filtration precision. The SFI and FBS methods effectively reduced the number of brick points by an average of 99% and joint points by 90%, while retaining 28% of crack points crucial for shaping crack configurations. The comparative analysis revealed that the SFI method is suited for projects requiring high precision and detailed feature isolation, whereas the FBS method is better suited for tasks needing a broader retention of structural details. The study underscores the importance of selecting the appropriate method based on specific research objectives and provides clear guidelines for method selection and structural feature analysis. This comprehensive approach enhances the precision and reliability of structural assessments, offering significant contributions to the field of geological and structural analysis.
KW - Bridge
KW - Feature-based classification methodology
KW - Filtration-based structuring
KW - Laser scanning
KW - Local neighbor radius
KW - Point cloud
KW - Sequential feature isolation
UR - http://www.scopus.com/inward/record.url?scp=105004072072&partnerID=8YFLogxK
U2 - 10.1007/s13349-025-00957-3
DO - 10.1007/s13349-025-00957-3
M3 - Article
AN - SCOPUS:105004072072
SN - 2190-5452
JO - Journal of Civil Structural Health Monitoring
JF - Journal of Civil Structural Health Monitoring
M1 - 108429
ER -