Indexed by：
Abstract：
This chapter reviews and compares some of the most known methods of damage identification, in the frequency domain, which use operational deflection shapes (ODSs) built from the frequency response functions (FRFs). Two new methods of damage identification, in the time domain, using (ODSs) built from the time responses are also analyzed. To assess the performance of the different indicators, two numerical tests are undertaken with a finite element model (FEM) model, of a cantilever beam, to evaluate their detection and localizing ability. © 2018 by World Scientific Publishing Europe Ltd. All rights reserved.
Keyword：
Reprint 's Address：
Email：
Version：
Source ：
Vibration-Based Techniques for Damage Detection and Localization in Engineering Structures
Monograph name： Vibration-Based Techniques for Damage Detection and Localization in Engineering Structures
Issue： World Scientific Publishing Co.
Language： English
Cited Count：
SCOPUS Cited Count： 1
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 0
Affiliated Colleges：
