Related Experiment Video
Updated: May 16, 2025

Author Spotlight: Efficient Image Recognition Using Directional Gradient Histogram Technique and Support Vector Machines
Published on: January 5, 2024
Cable vibration and girder displacement measurement via morphology recognition and feature matching methods in bridge
Wenkang Du1,2, Hao Wang3,4, Dong Lei5,6
1Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, 210096, China.
Abstract:
The operational safety of bridges plays an important role in national or regional economic development. Due to complex variation loads, many engineering structures experience degradation and damage with increased operating time. Therefore, it is necessary to provide effective support for the maintenance of engineering structures. Take the traffic structure as an example, a large number of bridges in cities still rely on periodic inspections. Due to limited cost, existing periodic maintenance focused on observing surface damage and paying less attention to dynamic response in operation. Therefore, a measurement system based on a smartphone for full-field deformation of the bridge was introduced. Firstly, many vision-based methods for multiple bridge members measurement were proposed and the accuracy of methods was verified through laboratory and field experiments. With the combination of template matching and feature detection methods, the displacements of the deck were measured with an error of less than 0.3%. The dynamic response can be obtained with an error of less than 1% with the mapping model. Moreover, the stability and accuracy of the proposed vision-based methods under various illumination conditions were further explored. Finally, the recommended system has significant advantages of automated processing, good portability and low cost, providing a new solution for the maintenance of the bridges in the city.
Related Concept Videos
Design Example: Strain Gauge Bridge or Wheatstone Bridge
Cable Subjected to a Distributed Load
Maximum Deflection
The maximum deflection occurs at a specific point, known as point O, where the tangent to the deflection curve is horizontal. To find point O, the slope of the tangent at any...
Deformation of a Beam under Transverse Loading
The insights from the bending moment diagram extend to...
Beams with Unsymmetric Loadings
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
Cable Subjected to Its Own Weight
A generalized loading function is employed to analyze a cable subjected to its own weight. This function considers the force acting along the cable's arc length rather than its projected length, providing a more accurate...

