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5. Wang T.L. & Huang D. 5. Wang T.L. & Huang D.

5. Wang T.L. & Huang D. - PDF document

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5. Wang T.L. & Huang D. - PPT Presentation

the value of the bending moment is not negligible if compared to the moment due to static loads while the bending moment is about twice that one due to wind action the axial forces in the tower a ID: 179480

the value the bending

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