kimohualani
Structural
- Oct 9, 2005
- 2
I need to establish the existing conditions of certain connections on some rather high (400 ft+) towers. Has anyone had any experience similar to this and can recommend what inspections techniques they have used? e.g. just visual or perhaps some UT, PT, MT or others? I was wondering if other than visual was even practical at elevated locations. For these towers, I was mainly concerned with detecting cracks in the welds possibily caused by cyclic loadings.