Evidence map›Paper›PMID 41828145›Full record

ArticleMaterials (Basel, Switzerland)2026

Failure Evaluation of Steel Plate Shear Walls in Multi-Storey Steel Buildings Under Seismic Excitation Using Convolutional Neural Networks.

Paolo Bonfini, Nikolaos Schetakis, Jurad Sukhnandan, Georgios A Drosopoulos, Georgios E Stavroulakis

Abstract read
In one paragraph

Article in Materials (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

5 authors.

Paolo BonfiniAlma Sistemi S.R.L., Via dei Nasturzi 4, 00012 Guidonia, Italy.ORCID 0000-0003-1957-5878
Nikolaos SchetakisComputational Mechanics and Optimization Laboratory (COMECO), School of Production Engineering and Management, Technical University of Crete, 73100 Chania, Greece.ORCID 0000-0002-8893-219X
Jurad SukhnandanDiscipline of Civil Engineering, University of KwaZulu-Natal, Durban 4041, South Africa.ORCID 0000-0001-6278-8479
Georgios A DrosopoulosDiscipline of Civil Engineering, University of KwaZulu-Natal, Durban 4041, South Africa.ORCID 0000-0002-4252-6321
Georgios E StavroulakisComputational Mechanics and Optimization Laboratory (COMECO), School of Production Engineering and Management, Technical University of Crete, 73100 Chania, Greece.ORCID 0000-0001-9199-2110

Funding

European Union's Horizon 2021 research and innovation programme: Earthquake Risk plAtform For European Cities Cultural Heritage Protection (ERA4CH), HORIZON-MSCA-2021-SE-01 101086280
6 · The paper itself

Abstract

Multi-storey steel buildings may be susceptible to structural damage under seismic loading. Shear plate walls are often integrated in the structural system of this type of buildings in order to restrict the lateral response. This article aims, therefore, to propose a methodology for the automatic evaluation of failure on the shear plate walls of multi-storey steel buildings using computer vision. Physics-based non-linear dynamic finite element models have been developed and solved for a range of geometries, shear plate wall thicknesses and seismic loading from past events. Images depicting failure on shear plate walls given as equivalent plastic strain contour plots are included in the output data of the parametric simulations. Then, Convolutional Neural Networks (CNNs) are introduced, predicting the failure distribution on shear plate walls. The input parameters are the geometric properties of the buildings and the seismic event intensity, and the output parameters is the equivalent plastic strain images. This scheme was tested on random buildings with satisfactory accuracy. The proposed methodology can be adopted and used within structural digital twin solutions.

Indexed as

computer visionconvolutional neural networks (CNNs)failure image predictionnon-linear time history analysisseismic responsesteel buildingssteel plate shear walls (SPSWs)

Identifiers

PMID41828145
PMCPMC12985582

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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.