Evidence map›Paper›PMID 41927594›Full record

ArticleScientific reports2026

A hybrid experimental-numerical framework for prestressed concrete bridge model validation and sensor placement optimization: a case study.

S C Jayasinghe, M Mahmoodian, A Alavi, A Sidiq, Z Sun, F Shahrivar, R Chan, J Thangarajah, S Setunge

Abstract read
In one paragraph

Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

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0cells of the map it votes in
1citing 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

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3 · Its place in the literature

Who cites it

1 citing paper in PubMed.

  1. Article
4 · The record

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5 · Who and what money

Authors and funding

9 authors.

S C JayasingheSchool of Engineering, Royal Melbourne Institute of Technology (RMIT) University, Melbourne, VIC, 3000, Australia.
M MahmoodianSchool of Engineering, Royal Melbourne Institute of Technology (RMIT) University, Melbourne, VIC, 3000, Australia. mojtaba.mahmoodian@rmit.edu.au.
A Alavi *School of Computing Technologies, Royal Melbourne Institute of Technology (RMIT) University, Melbourne, VIC, 3000, Australia.
A Sidiq *School of Engineering, Royal Melbourne Institute of Technology (RMIT) University, Melbourne, VIC, 3000, Australia.
Z SunSchool of Engineering, Royal Melbourne Institute of Technology (RMIT) University, Melbourne, VIC, 3000, Australia.
F ShahrivarSchool of Engineering, Royal Melbourne Institute of Technology (RMIT) University, Melbourne, VIC, 3000, Australia.
R ChanSchool of Engineering, Royal Melbourne Institute of Technology (RMIT) University, Melbourne, VIC, 3000, Australia.
J ThangarajahSchool of Computing Technologies, Royal Melbourne Institute of Technology (RMIT) University, Melbourne, VIC, 3000, Australia.
S SetungeSchool of Engineering, Royal Melbourne Institute of Technology (RMIT) University, Melbourne, VIC, 3000, Australia.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Conducting numerical modal validations of operational bridges are vital for their structural health monitoring (SHM). This type of validation fully depends on the accurate assessment of the dynamic characteristics of bridges. Accordingly, the arrangement and placement of sensors to measure vibration data also play a crucial role in ensuring the effective capturing of both global and localised dynamic behaviours. Hence, a proper sensor layout is required to accurately identify the bridge behaviour. This study investigates the effectiveness of different sensor configurations in identifying modal parameters of a case study bridge, located in New South Wales, Australia using three sensor layouts: full-width coverage and two partial-width configurations, each covering one side of the bridge. The performance of these configurations was evaluated through field testing and numerical validation. The results showed up to 97% similarity for the first mode shape under partial-width layouts. The partial-width configurations demonstrated high accuracy in capturing both global and localized modal responses and were effective in monitoring localized stress variations as they are aligned with traffic flow zones. However, the full-width layout is preferable for global structural assessments and showed limitations in detecting higher-order modes. This study underscores the critical importance of sensor placement in achieving accurate modal analysis and robust numerical validation while also highlighting the comparative advantage of integrating dynamic response metrics into sensor placement strategies.

Indexed as

AccelerometersBridge validationFinite element modellingFrequency domain decompositionOptimisationSensor placement

Identifiers

PMID41927594
PMCPMC13194896

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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.