An efficient two-stage approach for structural damage detection using meta-heuristic algorithms and group method of data handling surrogate model

Author:

Fathnejat Hamed,Ahmadi-Nedushan Behrouz

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference63 articles.

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2. Teughels A, De Roeck G. Structural damage identification of the highway bridge Z24 by FE model updating. Journal of Sound and Vibration, 2004, 278(3): 589–610

3. Nair K K, Kiremidjian A S, Law K H. Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure. Journal of Sound and Vibration, 2006, 291(1–2): 349–368

4. Malekzadeh M, Gul M, Kwon I B, Catbas N. An integrated approach for structural health monitoring using an in-house built fiber optic system and non-parametric data analysis. Smart Structures and Systems, 2014, 14(5): 917–942

5. Elgamal A, Conte J P, Masri S, Fraser M, Fountain T, Gupta A, Trivedi M, Elzarki M. Health monitoring framework for bridges and civil infrastructure. In: Proceedings of the 4th International Workshop on Structural Health Monitoring. Stanford, CA: Stanford University, 2003, 123–130

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