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Structural Damage Identification Using Adaptive Hybrid Evolutionary Firefly Algorithm

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Abstract

A recently developed adaptive hybrid evolutionary firefly algorithm (AHEFA) as a cross-breed of differential evolution (DE) approach and firefly algorithm (FA) is utilized to address inverse optimization problems in two-stage damage detection of truss structures. In the first step, the most potentially damaged elements are recognized utilizing a modal strain energy-based index (MSEBI). In the remaining one, the AHEFA is employed as an optimizer to estimate the real damage severity relied on the afore-collected information in the first stage. The effectiveness and correctness of the present algorithm are demonstrated via three numerical examples. Results given by the current paradigm are validated with those solved by the DE and the FA. The outcomes indicate that the AHEFA can perform well in precisely recognizing the locations and extents of multidamage trusses with a lower computational attempt.

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Acknowledgements

This research was supported by a grant (NRF-2018R1A2A1A05018287) from NRF (National Research Foundation of Korea) funded by MEST (Ministry of Education and Science Technology) of Korean government.

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Correspondence to Jaehong Lee .

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Lieu, Q.X., Luong, V.H., Lee, J. (2020). Structural Damage Identification Using Adaptive Hybrid Evolutionary Firefly Algorithm. In: Dey, N. (eds) Applications of Firefly Algorithm and its Variants. Springer Tracts in Nature-Inspired Computing. Springer, Singapore. https://doi.org/10.1007/978-981-15-0306-1_4

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