1992
DOI: 10.1007/978-94-017-1903-2_11
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Model Refinement and Damage Location for Intelligent Structures

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Cited by 40 publications
(15 citation statements)
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“…Reviews of these methods have been published by Smith and Beattie (1991a), Zimmerman and Smith (1992), Hemez (1993), and Kaouk (1993). The problem is generally formulated as a Lagrange multiplier or penalty-based optimization, which can be written as…”
Section: E2 Optimal Matrix Update Methodsmentioning
confidence: 99%
“…Reviews of these methods have been published by Smith and Beattie (1991a), Zimmerman and Smith (1992), Hemez (1993), and Kaouk (1993). The problem is generally formulated as a Lagrange multiplier or penalty-based optimization, which can be written as…”
Section: E2 Optimal Matrix Update Methodsmentioning
confidence: 99%
“…Also, because of their global nature, these techniques allow the customization of measurement points. Another major advantage is that the modal information is cheap to obtain and easy to extract [9].…”
Section: Model-based Methodologiesmentioning
confidence: 99%
“…According to their di!erent detection techniques, the modal analysis methods can be divided into the following major categories [9,10]: modal shape changes methods [11,12], modal shape curve methods [13,14], sensitivity-based update methods [15,16], eigenstructure assignment methods [17,18], optimal matrix update methods [19,20], changes in measured sti!ness matrix methods [21,22], frequency response function method [23,24], and combined modal parameters method [25].…”
Section: Model-based Methodologiesmentioning
confidence: 99%
“…The first part of the problem has led to the development of identification techniques which can adjust structural parameters, such as mass and stiffness matrices, in order to reproduce the measured data of structures [5][6][7][8]. Nevertheless, these procedures could destroy the 0045-7949/$ -see front matter Ó 2004 Elsevier Ltd. All rights reserved.…”
Section: Introductionmentioning
confidence: 98%