Issue 52

B. E. Sobrinho et alii, Frattura ed Integrità Strutturale, 52 (2020) 51-66; DOI: 10.3221/IGF-ESIS.52.05 66 [8] Storn, R. and Price, K. (1997). Differential evolution – A simple and efficient heuristic for global optimization over continuous spaces. J. Global Optimiz., 11, pp. 341–359. [9] Suveges, J. M. C. (2014). Study on Detection of Damage in Structures via Optimization Method. Master thesis, Federal University of Itajubá, Brazil (Masters dissertation). [10] Santos, G. F. (2009). Identification of structural damages using optimization techniques. Master thesis – Rio de Janeiro State University, Rio de Janeiro, Brazil (Masters dissertation). [11] Kleinermann, J. P. (2000). Identification Parametrique et Optimization des Procèdès de Mise a Forme par Problemes Inverses. Unpublished doctoral dissertation. University of Liege. Liege, Belgium (Doctoral thesis). [12] Cury, A., Borges, C. and Barbosa, F. (2011). A two-step technique for damage assessment using numerical and experimental vibration data, Structural Health Monitoring, 10, pp. 417-428. DOI: 10.1177/1475921710379513. [13] Alves, V. N. (2012). Study of new strategies for identifying structural damage from vibrational data. Master thesis, Federal University of Ouro Preto, Brazil. (Masters dissertation). [14] ANSYS (2007). Structural analysis guide – release 11.0. In: ANSYS © . [15] Palechor, E. U. L. (2013). Identification of Damage in Metal Beams Using Wavelets and Numerical and Experimental Data. Master thesis, University of Brasilia, Brazil (Masters dissertation).