Abstract
In order to research the seismic behaviour and effective vibration control strategy for the wind turbine tower and electrical transmission tower, shake table tests on reduced-scale wind turbine tower model and electrical transmission tower model were carried out at the State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University. Tuned Mass Damper (TMD) systems were applied for reducing the seismic responses of the model towers. Experimental results of both model tests are presented in this paper. The test results indicate that the TMD systems are remarkable in seismic responses reduction for the wind turbine tower and electrical transmission tower, and can be widely used for engineering application.
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References
Zhao Bin; Taucer Fabio: Performance of Infrastructure during the May 12, 2008 Wenchuan Earthquake in China; Journal of Earthquake Engineering, v.14, n. 4, 2010, p. 578-600
Bai Xueyuan: Stochastic Optimal Control Analysis and Experimental Studies on Offshore Wind Turbine System; A Dissertation Submitted to Tongji University in Conformity with the Requirements for the Degree of Master of Engineering. 2011
Zhao Bin; Ma Fei; Chen Jianbing: Shake Table Experimental Study on Vibration Control of Wind Turbine Tower Using TMD; China Civil Engineering Journal, v 45, n. s, 2012, p.142-145+157
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© 2014 Springer Fachmedien Wiesbaden
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Zhao, B., Cui, T., Xu, Z., Cao, Y. (2014). Experimental Study on Seismic Behaviour and Vibration Control of Wind Turbine and Electrical Transmision Tower. In: Klinkel, S., Butenweg, C., Lin, G., Holtschoppen, B. (eds) Seismic Design of Industrial Facilities. Springer Vieweg, Wiesbaden. https://doi.org/10.1007/978-3-658-02810-7_17
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DOI: https://doi.org/10.1007/978-3-658-02810-7_17
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Publisher Name: Springer Vieweg, Wiesbaden
Print ISBN: 978-3-658-02809-1
Online ISBN: 978-3-658-02810-7
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