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Distance Measurements by Taping01:18

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Updated: Jul 16, 2026

Determining 3D Flow Fields via Multi-camera Light Field Imaging
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Full-Field 3D Displacement Measurement of Suspended Ceiling Systems Under Seismic Loading Using a Consumer-Grade

Mearge Kahsay Seyfu1, Yuan-Sen Yang1, Cameron C W Flude2

  • 1Department of Civil Engineering, National Taipei University of Technology, No. 1, Sec. 3, Zhongxiao E. Rd., Daan Dist., Taipei 10608, Taiwan.

Sensors (Basel, Switzerland)
|July 15, 2026
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Summary

This study introduces a new 3D displacement measurement framework using consumer cameras for seismic testing of suspended ceilings. It accurately captures full-field motion, enabling better seismic performance assessment of vulnerable non-structural building components.

Keywords:
3D displacementmeasurement accuracyshaking table testingstereo visionsuspended ceiling

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Area of Science:

  • Structural Engineering
  • Seismic Engineering
  • Non-structural Components

Background:

  • Suspended ceiling systems are highly vulnerable to seismic events, causing significant risks.
  • Traditional sensors have limitations in coverage and can affect test dynamics.
  • Optical methods are often impractical in shake-table tests due to environmental constraints.

Purpose of the Study:

  • To develop and validate an end-to-end 3D displacement measurement framework for seismic testing of suspended ceilings.
  • To overcome limitations of conventional and optical sensing methods in shake-table environments.
  • To enable detailed kinematic analysis of ceiling system behavior under seismic loading.

Main Methods:

  • Utilized consumer-grade cameras and purpose-built software for motion-based video trimming and calibration.
  • Implemented a robust multi-stage image-tracking pipeline for continuous trajectory analysis.
  • Employed a parallel processing architecture for efficient data computation.

Main Results:

  • Achieved Root Mean Square Error (RMSE) below 3 mm in all spatial directions during full-scale shake-table validation.
  • Demonstrated exact peak-frequency agreement in 9 out of 10 test cases.
  • Reduced processing time from over 27 hours to under 10 minutes using parallel processing.

Conclusions:

  • The developed framework provides a practical and scalable solution for full-field seismic performance assessment of non-structural systems.
  • Enabled detailed six-degree-of-freedom (6DoF) rigid-body analysis of panel failure sequences.
  • Offers a viable alternative to conventional instrumentation where it is logistically or physically infeasible.