Evidence map›Paper›PMID 40169720›Full record

ArticleScientific reports2025

Cable vibration and girder displacement measurement via morphology recognition and feature matching methods in bridge structure.

Wenkang Du, Hao Wang, Dong Lei, Zongqing Hang, Can Cui, Jintao He

Abstract read
In one paragraph

Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
0cells of the map it votes in
0citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

6 authors.

Wenkang DuKey Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, 210096, China.
Hao WangKey Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, 210096, China. wanghao1980@seu.edu.cn.
Dong LeiCollege of Mechanics and Engineering Science, Hohai University, Nanjing, 211100, China. leidong@hhu.edu.cn.
Zongqing HangCollege of Mechanics and Engineering Science, Hohai University, Nanjing, 211100, China.
Can CuiCollege of Mechanics and Engineering Science, Hohai University, Nanjing, 211100, China.
Jintao HeCollege of Mechanics and Engineering Science, Hohai University, Nanjing, 211100, China.

Funding

National Natural Science Foundation of China 12172120Postgraduate Research & Practice Innovation Program of Jiangsu Province KYCX23_0660Suzhou Science and Technology Development Plan SYC2022080Yunnan Vocational College of Water Resources and Hydropower Funding Project 2023SZYKL004
6 · The paper itself

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.

Indexed as

Bridge structuresFull-field measurementMachine visionSafety assessmentSmartphone

Identifiers

PMID40169720
PMCPMC11961758

What OpenQuestion holds

Textmetadata
LicenceCC BY-NC-ND
Read underepoch 390

Registered trials

None linked

Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.