Item talk:Q240462
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{
"USGS Publications Warehouse": { "@context": "https://schema.org", "@type": "Article", "additionalType": "Journal Article", "name": "On the use of attractor dimension as a feature in structural health monitoring", "identifier": [ { "@type": "PropertyValue", "propertyID": "USGS Publications Warehouse IndexID", "value": "5224258", "url": "https://pubs.usgs.gov/publication/5224258" }, { "@type": "PropertyValue", "propertyID": "USGS Publications Warehouse Internal ID", "value": 5224258 }, { "@type": "PropertyValue", "propertyID": "DOI", "value": "10.1006/mssp.2002.1521", "url": "https://doi.org/10.1006/mssp.2002.1521" } ], "journal": { "@type": "Periodical", "name": "Mechanical Systems and Signal Processing", "volumeNumber": "17", "issueNumber": "6" }, "inLanguage": "en", "isPartOf": [ { "@type": "CreativeWorkSeries", "name": "Mechanical Systems and Signal Processing" } ], "datePublished": "2003", "dateModified": "2012-02-02", "abstract": "Recent works in the vibration-based structural health monitoring community have emphasised the use of correlation dimension as a discriminating statistic in seperating a damaged from undamaged response. This paper explores the utility of attractor dimension as a 'feature' and offers some comparisons between different metrics reflecting dimension. This focus is on evaluating the performance of two different measures of dimension as damage indicators in a structural health monitoring context. Results indicate that the correlation dimension is probably a poor choice of statistic for the purpose of signal discrimination. Other measures of dimension may be used for the same purposes with a higher degree of statistical reliability. The question of competing methodologies is placed in a hypothesis testing framework and answered with experimental data taken from a cantilivered beam.", "description": "1305-1320", "publisher": { "@type": "Organization", "name": "U.S. Geological Survey" }, "author": [ { "@type": "Person", "name": "Nichols, J. D.", "givenName": "J. 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