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akaturk Academic measurement

Article detail · 2019

A completely non-contact recognition system for bridge unit influence line using portable cameras and computer vision

Journal

Smart Structures and Systems

ISSN 1738-1584

YÖKSİS OpenAlex SJR Q1 JCR Q1 Citations 40 Top 10% Percentile 94.8% FWCI 4.83
Year
2019
Type
article

Data source split

  • YÖKSİS YÖKSİS article record
  • YÖKSİS venue Smart Structures and Systems
  • Catalog match (ISSN) Smart Structures and Systems
  • OpenAlex OpenAlex enrichment (abstract, citations, topics)

Abstract

OpenAlex · English

Currently most of the vision-based structural identification research focus either on structural input (vehicle location) estimation or on structural output (structural displacement and strain responses) estimation. The structural condition assessment at global level just with the vision-based structural output cannot give a normalized response irrespective of the type and/or load configurations of the vehicles. Combining the vision-based structural input and the structural output from non-contact sensors overcomes the disadvantage given above, while reducing cost, time, labor force including cable wiring work. In conventional traffic monitoring, sometimes traffic closure is essential for bridge structures, which may cause other severe problems such as traffic jams and accidents. In this study, a completely non-contact structural identification system is proposed, and the system mainly targets the identification of bridge unit influence line (UIL) under operational traffic. Both the structural input (vehicle location information) and output (displacement responses) are obtained by only using cameras and computer vision techniques. Multiple cameras are synchronized by audio signal pattern recognition. The proposed system is verified with a laboratory experiment on a scaled bridge model under a small moving truck load and a field application on a footbridge on campus under a moving golf cart load. The UILs are successfully identified in both bridge cases. The pedestrian loads are also estimated with the extracted UIL and the predicted weights of pedestrians are observed to be in acceptable ranges.

Topics

Citations

OpenAlex cited_by_count. Not a WoS or Scopus citation count; those sources have no separate column here.

40 citations

OpenAlex cited_by_count (cache / database)

Authors

  1. Chuanzhi Dong
  2. SELÇUK BAŞ BARTIN ÜNİVERSİTESİ
  3. NECATİ ÇATBAŞ