Identification of moving loads based on the information fusion of weigh-in-motion system and multiple camera machine vision

Abstract Accurately identifying moving loads is of significance for the health monitoring of bridges. However, since the existing identification techniques can only realize load identification in one direction or for part of bridges, it is still a challenge to simultaneously identify transverse and longitudinal loads on the full deck of bridge. This paper proposed an information-fusion-based method for the load identification to be applied to bridges of different lengths. In this method, the pavement-based weigh-in-motion system (WIMs) laid out at the beginning of the bridge is used to obtain the weight of vehicles captured by cameras. The videos of traffic flow acquired by multiple cameras arranged along the bridge are employed to calculate the vehicle’s trajectory and location. The weight and location data are matched when the vehicle in the video crosses the piezoelectric sensor of WIMs for the same time as the WIMs records a weight information. Further, since the vehicles are equivalent to concentrated loads, values and locations of all moving loads on the whole bridge are identified in real time. The reliability and accuracy of the proposed approach is verified by multi-view 3D simulation video data and the field data from a ramp bridge.

[1]  Eugene J. O'Brien,et al.  Using Weigh-in-Motion Data to Determine Aggressiveness of Traffic for Bridge Loading , 2013 .

[2]  Tommy H.T. Chan,et al.  Moving force identification - A frequency and time domains analysis , 1999 .

[3]  C. S. Cai,et al.  State-of-the-art review on bridge weigh-in-motion technology , 2016 .

[4]  X. W. Ye,et al.  A vision-based system for dynamic displacement measurement of long-span bridges : algorithm and verification , 2013 .

[5]  Yang Yu,et al.  Nothing-on-road bridge weigh-in-motion considering the transverse position of the vehicle , 2018 .

[6]  X. W. Ye,et al.  Image-based structural dynamic displacement measurement using different multi-object tracking algorithms , 2016 .

[7]  Tommy H.T. Chan,et al.  Moving force identification: A time domain method , 1997 .

[8]  Tommy H.T. Chan,et al.  WHEEL LOADS FROM BRIDGE STRAINS: LABORATORY STUDIES , 1988 .

[9]  Christian Cremona,et al.  Optimal extrapolation of traffic load effects , 2001 .

[10]  Hui Li,et al.  Identification of spatio‐temporal distribution of vehicle loads on long‐span bridges using computer vision technology , 2016 .

[11]  Mubarak Shah,et al.  Modeling inter-camera space-time and appearance relationships for tracking across non-overlapping views , 2008, Comput. Vis. Image Underst..

[12]  Eugene J. O'Brien,et al.  Traffic load modelling and factors influencing the accuracy of predicted extremes , 2005 .

[13]  Tommy H.T. Chan,et al.  Recent research on identification of moving loads on bridges , 2007 .

[14]  S. S. Law,et al.  An interpretive method for moving force identification , 1999 .

[15]  Mubarak Shah,et al.  Consistent Labeling of Tracked Objects in Multiple Cameras with Overlapping Fields of View , 2003, IEEE Trans. Pattern Anal. Mach. Intell..

[16]  Myra Lydon,et al.  Recent developments in bridge weigh in motion (B-WIM) , 2016 .