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Authordc.contributor.authorMeruane Naranjo, Viviana 
Authordc.contributor.authorMahu Sinclair, Javier Antonio es_CL
Admission datedc.date.accessioned2014-12-19T17:35:21Z
Available datedc.date.available2014-12-19T17:35:21Z
Publication datedc.date.issued2014
Cita de ítemdc.identifier.citationShock and Vibration Volume 2014, Article ID 653279, 14 pagesen_US
Identifierdc.identifier.otherdx.doi.org/10.1155/2014/653279
Identifierdc.identifier.urihttps://repositorio.uchile.cl/handle/2250/126730
General notedc.descriptionArtículo de publicación ISIen_US
Abstractdc.description.abstractThe main problem in damage assessment is the determination of how to ascertain the presence, location, and severity of structural damage given the structure’s dynamic characteristics. The most successful applications of vibration-based damage assessment are model updating methods based on global optimization algorithms. However, these algorithms run quite slowly, and the damage assessment process is achieved via a costly and time-consuming inverse process, which presents an obstacle for real-time health monitoring applications. Artificial neural networks (ANN) have recently been introduced as an alternative to model updating methods. Once a neural network has been properly trained, it can potentially detect, locate, and quantify structural damage in a short period of time and can therefore be applied for real-time damage assessment. The primary contribution of this research is the development of a real-time damage assessment algorithm using ANN and antiresonant frequencies. Antiresonant frequencies can be identified more easily and more accurately than mode shapes, and they provide the same information.This research addresses the setup of the neural network parameters and provides guidelines for the selection of these parameters in similar damage assessment problems. Two experimental cases validate this approach: an 8-DOF mass-spring system and a beam with multiple damage scenarios.en_US
Patrocinadordc.description.sponsorshipThis research has been partially funded by Program UINICIA VID 2011, Grant U-INICIA 11/01, University of Chile, and by the Fondo Nacional de Desarrollo Cient´ıfico y Tecnol´ogico (FONDECYT) of the Chilean Government, Project 11110046.en_US
Lenguagedc.language.isoenen_US
Publisherdc.publisherHindawien_US
Type of licensedc.rightsAttribution-NonCommercial-NoDerivs 3.0 Chile*
Link to Licensedc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/*
Títulodc.titleReal-Time Structural Damage Assessment Using Artificial Neural Networks and Antiresonant Frequenciesen_US
Document typedc.typeArtículo de revista


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Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivs 3.0 Chile