Research On Structural Dynamics Of Safe Operation Of The Large Wind Turbine

DOI

10.2991/icmmbe-16.2016.36How to use a DOI?

Keywords

Wind Turbine; Dynamics; Load; Analysis

Abstract

The modal analysis is conducted to the base -tower. The effects of stiffness changes in different directions of the pile foundation on the natural frequency of the wind turbine is studied. After the analysis to the harmonic response of the base-tower, the response of the structure of the tower at different locations at different excitation frequencies. It is shown from the analysis of dynamics of the wind turbine that different structures in response to the same dynamic loading are different because the size of the response has something to do with the natural frequency of the structure.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Zhiqiang Xu
PY  - 2016/09
DA  - 2016/09
TI  - Research On Structural Dynamics Of Safe Operation Of The Large Wind Turbine
BT  - Proceedings of the6th International Conference on Mechatronics, Materials, Biotechnology and Environment (ICMMBE 2016)
PB  - Atlantis Press
SP  - 187
EP  - 190
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmmbe-16.2016.36
DO  - 10.2991/icmmbe-16.2016.36
ID  - Xu2016/09
ER  -