Evidence map›Paper›PMID 41682347›Full record

ArticleSensors (Basel, Switzerland)2026

Geometric Monitoring of Steel Structures Using Terrestrial Laser Scanning and Deep Learning.

João Ventura, Jorge Magalhães, Tomás Jorge, Pedro Oliveira, Ricardo Santos, Rafael Cabral, Liliana Araújo, Rodrigo Falcão Moreira, Rosário Oliveira, Diogo Ribeiro

Abstract read
In one paragraph

Article in Sensors (Basel, Switzerland), 2026. 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

10 authors.

João VenturaiBuilt, School of Engineering, Polytechnic of Porto, 4249-015 Porto, Portugal.ORCID 0009-0005-4255-5834
Jorge MagalhãesiBuilt, School of Engineering, Polytechnic of Porto, 4249-015 Porto, Portugal.ORCID 0009-0007-8544-117X
Tomás JorgeiBuilt, School of Engineering, Polytechnic of Porto, 4249-015 Porto, Portugal.ORCID 0009-0003-5458-7150
Pedro OliveiraiBuilt, School of Engineering, Polytechnic of Porto, 4249-015 Porto, Portugal.ORCID 0009-0008-0803-8296
Ricardo SantosiBuilt, School of Engineering, Polytechnic of Porto, 4249-015 Porto, Portugal.ORCID 0000-0002-2929-8950
Rafael CabraliBuilt, School of Engineering, Polytechnic of Porto, 4249-015 Porto, Portugal.ORCID 0000-0002-9214-4823
Liliana AraújoJF Metal, 4775-224 Barcelos, Portugal.ORCID 0009-0005-1730-8479
Rodrigo Falcão MoreiraiBuilt, School of Engineering, Polytechnic of Porto, 4249-015 Porto, Portugal.ORCID 0000-0003-1512-4826
Rosário OliveiraiBuilt, School of Engineering, Polytechnic of Porto, 4249-015 Porto, Portugal.ORCID 0000-0002-0923-8141
Diogo RibeiroiBuilt, School of Engineering, Polytechnic of Porto, 4249-015 Porto, Portugal.ORCID 0000-0001-8624-9904

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Ensuring the quality and structural stability of industrial steel buildings requires precise geometric control during the execution stage, in accordance with assembly standards defined by EN 1090-2:2020. In this context, this work proposes a methodology that enables the automatic detection of geometric deviations by comparing the intended design with the actual as-built structure using a Terrestrial Laser Scanner. The integrated pipeline processes the 3D point cloud of the asset by projecting it into 2D images, on which a YOLOv8 segmentation model is trained to detect, classify and segment commercial steel cross-sections. Its application demonstrated improved identification and geometric representation of cross-sections, even in cases of incomplete or partially occluded geometries. To enhance generalisation, synthetic 3D data augmentation was applied, yielding promising results with segmentation metrics measured by mAp@50-95 reaching 70.20%. The methodology includes a systematic segmentation-based filtering step, followed by the computation of Oriented Bounding Boxes to quantify both positional and angular displacements. The effectiveness of the methodology was demonstrated in two field applications during the assembly of industrial steel structures. The results confirm the method's effectiveness, achieving up to 94% of structural elements assessed in real assemblies, with 97% valid segmentations enabling reliable geometric verification under the standards.

Indexed as

EN 1090-2: 2020point cloudsteel structuresstructural geometric monitoringterrestrial laser scanningYOLOv8

Identifiers

PMID41682347
PMCPMC12899729

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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.