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July 10, 2026ISPRS annals of the photogrammetry, remote sensing and spatial information sciences0 citationsOpen Access

Integrating Time-Series InSAR and Finite-Element Modeling for Bridge Deformation Analysis

Deformation Monitoring and Analysis of Railway Bridges Integrating Time-Series InSAR and Finite-Element Modeling

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Authors

XQX. P. QinQMQingbo MaCWChisheng Wang

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Overview

Randomized trial examines bridge deformation through InSAR and finite-element modeling, suggesting enhanced structural insights.

Key Points

  • The aim is to develop an integrated framework for monitoring and analyzing multi-dimensional deformation and stress in bridges.
  • Developed a two-dimensional E-PS-InSAR time-series method for bi-directional deformation measurement.
  • Used ANUSPLIN interpolation scheme for isolating structural thermal responses.
  • Established a finite-element model to interpret deformation and thermal signatures.
  • The proposed framework revealed multi-dimensional deformation insights over conventional InSAR methods.
  • Enhanced understanding of structural behavior in relation to observed thermal effects.

Cite This Study

Qin et al. (2026) studied this question.

synapsesocial.com/papers/6a508b966eeac72a437a02behttps://doi.org/10.5194/isprs-annals-xi-3-2026-455-2026
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Also Consider

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  1. 1Leveraging Multi-Temporal InSAR Technique for Long-Term Structural Behaviour Monitoring of High-Speed Railway Bridges2024 · 5 citations
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  3. 3Bayesian Data Fusion for Enhanced Monitoring of Bridge Displacements Using Satellite InSAR and Topographic Techniques2024
  4. 4Correlation analysis of InSAR displacement data and inspection data towards multiple bridge monitoring in transportation network2024
  5. 5MT-InSAR Assessment of Bridge Monitoring Using Finite-Element Analysis under Thermal and Traffic Loads2026