Issue 46

S. Ivorra et alii, Frattura ed Integrità Strutturale, 46 (2018) 203-215; DOI: 10.3221/IGF-ESIS.46.19

C ALIBRATION OF THE NUMERICAL MODEL

I

n order to identify the modal results obtained by the numerical model and by the experimental campaign, the numerical model was updated to match the experimental natural frequencies and mode shapes. The procedure is presented in Fig. 13.

Figure 13. General setup for the dynamic identification of the tower and identification of its main dynamic characteristics.

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