Publish In |
International Journal of Mechanical and Production Engineering (IJMPE)-IJMPE |
Journal Home Volume Issue |
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Issue |
Volume-3,Issue-3 ( Mar, 2015 ) | |||||||||
Paper Title |
Behavior About Analysis Of Steel Wind Power Tower | |||||||||
Author Name |
Uicheolshin, Junghwan Kim, Jinwoong Choi, Sungnam Hong, Sun-Kyu Park | |||||||||
Affilition |
ungkyunkwan Unv. | |||||||||
Pages |
1-8 | |||||||||
Abstract |
Recently, the rotor and blade is becoming enlarged with the effort for the increased efficiency. Wind power tower is becoming moreover enlarged by rotor and blade.But wind power tower is vulnerable to buckling. So need to make up for the weak point in steel wind power tower. On the study, it was using on MIDAS CIVIL 2009 for analysis of characteristic on steel wind power tower. For detailed analysis to suitable thickness, conducted research on this study strength a safety ratio 2. Also, determined whether to resonate through the 1 natural frequency analysis. And checked the stability of buckling about axial load. Keywords- Steel Wind Power Tower, Strength A Safety Factor 2, Frequency of Vibration of Normal Mode, Stability of Buckling | |||||||||
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