2017
DOI: 10.24200/sci.2017.4590
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Modal Data Based Approach for Structural Damage Identification by Means of Imperialist Competitive Optimization Algorithm

Abstract: In this paper, an effective method for structural damage detection is put forth in which an objective function based on the natural frequencies and modal shapes of the structure is established to identify and detect structural damage. The problem is defined and solved as an optimization problem employing Imperialist Competition Algorithm (ICA). Moreover, four numerical examples are examined each of which has different damage scenarios in order that the applicability of the method would be clearly proved. The r… Show more

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Cited by 3 publications
(3 citation statements)
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“…However, in order avoid presenting similar and repetitive outputs, the cases with the crack sizes of 20, 30, and 50 mm are used. Unlike the reference [48], the first two measurements of the acceleration responses in the undamaged (measurements 1-2) and damaged (measurements [11][12] cases are chosen to make the data matrices X and Y. Accordingly, both matrices consist of 8002 samples (rows) and 15 variables (columns).…”
Section: A Numerical Benchmark Concrete Beammentioning
confidence: 99%
See 1 more Smart Citation
“…However, in order avoid presenting similar and repetitive outputs, the cases with the crack sizes of 20, 30, and 50 mm are used. Unlike the reference [48], the first two measurements of the acceleration responses in the undamaged (measurements 1-2) and damaged (measurements [11][12] cases are chosen to make the data matrices X and Y. Accordingly, both matrices consist of 8002 samples (rows) and 15 variables (columns).…”
Section: A Numerical Benchmark Concrete Beammentioning
confidence: 99%
“…The central idea of SHM via this strategy lies in the fact that the numerical (updated) and real models of the structure are considered as undamaged and current states. Hence, it is attempted to use information of both models to define a damage equation as an inverse problem and solve it via various mathematical and optimization techniques [8][9][10][11]. By contrast, the data-based methods only utilize measured vibration signals without any FE modeling or updating procedures, and any data transformation from raw time domain into frequency or modal domains.…”
Section: Introductionmentioning
confidence: 99%
“…To achieve the projected aim, it is required to de ne a suitable objective function that comprises a number of parameters that are sensible enough to identify the whole plausible structural damages [59]. As previously mentioned, the proposed method is of multi-criteria type, and several criteria are used to choose the generation.…”
Section: Fitness Functionmentioning
confidence: 99%