PulseExploreJournal ClubDebatesTrendingResearchersJournals
Instagram
HomeExploreJournal ClubTrending
Synapse
⌘+K
Synapse
May 24, 2026Sensors7 citationsOpen Access

A Digital Twin Framework for Structural Health Monitoring of Existing Large-Span Bridges

View Full Paper
MTMinh Quang TranHSHélder S. SousaJMJosé C. Matos

Key Points

  • The aim is to develop a digital twin framework to enhance structural health monitoring of large-span bridges despite sparse sensing.
  • Proposed framework integrates metrics from sparse physical measurements with physics-based models and data-driven strategies.
  • Introduced a synchronized reference configuration, termed State 0, for continuous tracking of structural changes.
  • Allows re-baselining with Dynamic State 0 through verified reassessment.
  • The framework provides optimization-based recommendations for improved sensing and maintenance planning.
  • Demonstrated adaptability in monitoring capabilities under limited data conditions.

Abstract

Large-span bridges are critical components of transportation networks. Environmental variability, material degradation, and cumulative fatigue continuously affect their long-term performance. Digital Twin (DT) technology has emerged as a promising paradigm for integrating sensing, modeling, and data analytics. Most existing DT implementations in civil infrastructure rely on dense sensor networks, assume near-complete observability, and primarily serve as passive visualization or diagnostic tools, limiting their scalability and practical applicability. This paper proposes a DT framework specifically designed for the monitoring and management of existing large-span bridges under sparse sensing conditions. The framework adopts an information-centric perspective in which limited physical measurements are complemented by full-field state reconstruction through the integration of physics-based modeling, data-driven learning, and uncertainty-aware inference. A synchronized reference configuration, termed State 0, is introduced as the initial basis for tracking structural changes over time, while allowing conditional re-baselining through a Dynamic State 0 (DS0) when verified reassessment justifies it. On this basis, the proposed DT is formulated as an adaptive and decision-oriented cyber–physical system that supports optimization-based recommendations for sensing, inspection, and maintenance planning.

Ask AI
Helpful
Bookmark
Share
View Full Paper

Cite This Study

Tran et al. (2026) studied this question.

synapsesocial.com/papers/6a12969d48a0ea1665673910https://doi.org/10.3390/s26113293
Ask AI
Helpful
Bookmark
Share
View Full Paper

Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Life-cycle thinking and performance-based design of bridges: A state-of-the-art review2025 · 10 citations
  2. 2Use of IoT for structural health monitoring of civil engineering structures: a state-of-the-art review2024 · 40 citations
  3. 3Advances of Digital Twins in Bridge Structures Maintenance2024 · 5 citations
  4. 4Optimal sensor placement and structural health monitoring methods of ancient stone bridges based on an improved genetic algorithm: Taking Lugou Bridge as an example2024 · 20 citations
  5. 5A novel data-driven sensor placement optimization method for unsupervised damage detection using noise-assisted neural networks with attention mechanism2024 · 10 citations