Encyclopedia of Structural Health Monitoring 2008
DOI: 10.1002/9780470061626.shm001
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Free and Forced Vibration Models

Abstract: This article provides an overview of vibrations‐based structural health monitoring (SHM). The framework of vibrations‐based SHM is discussed by using Newton's Law to interpret the various aspects, including data types and classes of techniques available. The process of SHM is illustrated by discussing experimental and numerical examples of loads and damage identification drawn from the literature and the use of this SHM information in the development of empirical damage prognosis models.

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Cited by 3 publications
(1 citation statement)
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“…Although the EMA is used for the identification of modal parameters of industrial structures, where the excitation is provided by large shakers or impact hammers [19,20], this technique is mainly used in laboratory settings. On the other hand, the main shortcoming of OMA is the fact that the random nature of excitation may not properly excite all frequencies, whose implication is a potentially missed detection of damage [21]. A well-known problem with OMA-based modal parameter estimation is the fact that the estimates usually are noisy (spurious modes).…”
Section: Oma-based Shm Frameworkmentioning
confidence: 99%
“…Although the EMA is used for the identification of modal parameters of industrial structures, where the excitation is provided by large shakers or impact hammers [19,20], this technique is mainly used in laboratory settings. On the other hand, the main shortcoming of OMA is the fact that the random nature of excitation may not properly excite all frequencies, whose implication is a potentially missed detection of damage [21]. A well-known problem with OMA-based modal parameter estimation is the fact that the estimates usually are noisy (spurious modes).…”
Section: Oma-based Shm Frameworkmentioning
confidence: 99%