dc.contributor.author | Fernández Navamuel del Olmo, Ana | |
dc.contributor.author | Zamora Sánchez, Diego | |
dc.contributor.author | Omella Milian, Ángel Javier | |
dc.contributor.author | Pardo Zubiaur, David | |
dc.contributor.author | García Sánchez, David | |
dc.contributor.author | Magalhães, Filipe | |
dc.date.accessioned | 2022-05-02T07:51:43Z | |
dc.date.available | 2022-05-02T07:51:43Z | |
dc.date.issued | 2022-04-15 | |
dc.identifier.citation | Engineering Structures 257 : (2022) // Article ID 114016 | es_ES |
dc.identifier.issn | 0141-0296 | |
dc.identifier.issn | 1873-7323 | |
dc.identifier.uri | http://hdl.handle.net/10810/56453 | |
dc.description.abstract | [EN] This work proposes a supervised Deep Learning approach for damage identification in bridge structures. We employ a hybrid methodology that incorporates Finite Element simulations to enrich the training phase of a Deep Neural Network with synthetic damage scenarios. The neural network is based on autoencoders and its particular architecture allows to activate or deactivate nonlinear connections under need. The methodology intends to contribute to the progress towards the applicability of Structural Health Monitoring practices in fullscale bridge structures. The ultimate goal is to estimate the location and severity of damage from measurements of the dynamic response of the structure. The damages we seek to detect correspond to material degradations that affect wide areas of the structure by reducing its stiffness properties. Our method allows a feasible adaptation to large systems with complex parametrizations and structural particularities. We investigate the performance of the proposed method on two full-scale instrumented bridges, obtaining adequate results for the testing datasets even in presence of measurement uncertainty. Besides, the method successfully predicts the damage condition for two real damage scenarios of increasing severity available in one of the bridges. | es_ES |
dc.description.sponsorship | ``BCAM Severo Ochoa'' accreditation of excellence This work has received funding from the European's Union Horizon 2020 research and innovation program under the grant agreement No 769373 (FORESEE project). This paper reflects only the author's views. The European Commission and INEA are not responsible for any use that may be made of the information contained therein.
Authors would like to acknowledge the Basque Government funding within the ELKARTEK programme (SIGZE project (KK-2021/00095)).
This work was financially supported by: Base Funding - UIDB/04708/2020 of the CONSTRUCT -Instituto de I&D em Estruturas e Construcoes - funded by national funds through the FCT/MCTES (PIDDAC).
David Pardo has received funding from: the European Union's Horizon 2020 research and innovation program under the Marie SklodowskaCurie grant agreement No 777778 (MATHROCKS); the European Regional Development Fund (ERDF) through the Interreg V-A Spain-France-Andorra program POCTEFA 2014-2020 Project PIXIL (EFA362/19); the Spanish Ministry of Science and Innovation projects with references PID2019-108111RB-I00 (FEDER/AEI) and PDC2021-121093-I00, the ``BCAM Severo Ochoa'' accreditation of excellence (SEV-2017-0718); and the Basque Government through the BERC 2018-2021 program, the three Elkartek projects 3KIA (KK-2020/00049), EXPERTIA (KK-2021/00048), and SIGZE (KK-2021/00095), and the Consolidated Research Group MATHMODE (IT1294-19) given by the Department of Education. | es_ES |
dc.language.iso | eng | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation | info:eu-repo/grantAgreement/EC/H2020/769373 | es_ES |
dc.relation | info:eu-repo/grantAgreement/EC/H2020/777778 | es_ES |
dc.relation | info:eu-repo/grantAgreement/MICIU/SEV-2017-0718 | es_ES |
dc.relation | info:eu-repo/grantAgreement/MICINN/PID2019-108111RB-I0 | es_ES |
dc.relation | info:eu-repo/grantAgreement/MICINN/PDC2021-121093-I00 | es_ES |
dc.rights | info:eu-repo/semantics/openAccess | es_ES |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/es/ | * |
dc.subject | structural health monitoring | es_ES |
dc.subject | deep learning | es_ES |
dc.subject | damage identification | es_ES |
dc.subject | autoencoders | es_ES |
dc.title | Supervised Deep Learning with Finite Element simulations for damage identification in bridges | es_ES |
dc.type | info:eu-repo/semantics/article | es_ES |
dc.rights.holder | © 2022 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). | es_ES |
dc.rights.holder | Atribución-NoComercial-SinDerivadas 3.0 España | * |
dc.relation.publisherversion | https://www.sciencedirect.com/science/article/pii/S0141029622001638?via%3Dihub | es_ES |
dc.identifier.doi | 10.1016/j.engstruct.2022.114016 | |
dc.contributor.funder | European Commission | |
dc.departamentoes | Matemáticas | es_ES |
dc.departamentoeu | Matematika | es_ES |