Issue 38

P. Lonetti et alii, Frattura ed Integrità Strutturale, 38 (2016) 359-376; DOI: 10.3221/IGF-ESIS.38.46

(a) Girder and pylons dimensionless reduction parameters

(b) Girder and pylons deformed configurations for different load levels Figure 11 : Comparisons between fan and harp cable-stayed configuration for LC2.

0.4  

0.5  

(a)

(b )

I , for several values of relative girder bending stiffness F 

Figure 12 : Variability of tower to girder bending stiffness ratio r

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