As mentioned above, a methodology is here proposed for
the structural integrity assessment of towers containing lack
of penetration defects, which can be easily extrapolated to
other types of defects (i.e., pores) or towers (non-tubular). The
methodology is applied to the analysis of a case study consisting
of the structural integrity assessment of several wind towers
containing lack of penetration defects that were detected after the
construction process and before entering in service.