JIN, Xin ;LIU, Hua ;JU, Wenbin . Wind Turbine Seismic Load Analysis Based on Numerical Calculation. Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 60, n.10, p. 638-648, june 2018. ISSN 0039-2480. Available at: <https://www.sv-jme.eu/article/wind-turbine-seismic-load-analysis-based-on-numerical-calculation/>. Date accessed: 20 dec. 2024. doi:http://dx.doi.org/10.5545/sv-jme.2014.1646.
Jin, X., Liu, H., & Ju, W. (2014). Wind Turbine Seismic Load Analysis Based on Numerical Calculation. Strojniški vestnik - Journal of Mechanical Engineering, 60(10), 638-648. doi:http://dx.doi.org/10.5545/sv-jme.2014.1646
@article{sv-jmesv-jme.2014.1646,
author = {Xin Jin and Hua Liu and Wenbin Ju},
title = {Wind Turbine Seismic Load Analysis Based on Numerical Calculation},
journal = {Strojniški vestnik - Journal of Mechanical Engineering},
volume = {60},
number = {10},
year = {2014},
keywords = {wind turbine; earthquake; multi-body dynamics; soil-structure interaction},
abstract = {Large-scale wind turbines have come into common use in Europe. Because violent earthquakes are relatively rare there, insufficient consideration has been given to the seismic impact on the wind turbine specifications; however, at present, there are many wind farms being constructed in earthquake-prone regions, and the seismic impact cannot be ignored in wind turbine designs. Based on the multi-body system dynamic theory and taking into consideration the soil-structure interaction, this paper proposes a blade-cabin-tower-foundation coupled model in order to study the load-bearing conditions of wind turbines under seismic impact. According to the basic theory of multi-body system dynamics, the wind turbine blade and tower system comprises a series of continuous discrete units, while soil-structure interaction in the tower system is realized through the spring and damping set on the interface between the foundation and the soil body; the cabin is simplified as a rigid model. Based on the Eurocode 8 earthquake load spectrum, the dynamic response of a wind turbine working under seismic impact is analysed, and the seismic load is compared. Results of the study can serve as references for designing key parts and control strategies of wind turbines for earthquake-prone regions.},
issn = {0039-2480}, pages = {638-648}, doi = {10.5545/sv-jme.2014.1646},
url = {https://www.sv-jme.eu/article/wind-turbine-seismic-load-analysis-based-on-numerical-calculation/}
}
Jin, X.,Liu, H.,Ju, W. 2014 June 60. Wind Turbine Seismic Load Analysis Based on Numerical Calculation. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 60:10
%A Jin, Xin %A Liu, Hua %A Ju, Wenbin %D 2014 %T Wind Turbine Seismic Load Analysis Based on Numerical Calculation %B 2014 %9 wind turbine; earthquake; multi-body dynamics; soil-structure interaction %! Wind Turbine Seismic Load Analysis Based on Numerical Calculation %K wind turbine; earthquake; multi-body dynamics; soil-structure interaction %X Large-scale wind turbines have come into common use in Europe. Because violent earthquakes are relatively rare there, insufficient consideration has been given to the seismic impact on the wind turbine specifications; however, at present, there are many wind farms being constructed in earthquake-prone regions, and the seismic impact cannot be ignored in wind turbine designs. Based on the multi-body system dynamic theory and taking into consideration the soil-structure interaction, this paper proposes a blade-cabin-tower-foundation coupled model in order to study the load-bearing conditions of wind turbines under seismic impact. According to the basic theory of multi-body system dynamics, the wind turbine blade and tower system comprises a series of continuous discrete units, while soil-structure interaction in the tower system is realized through the spring and damping set on the interface between the foundation and the soil body; the cabin is simplified as a rigid model. Based on the Eurocode 8 earthquake load spectrum, the dynamic response of a wind turbine working under seismic impact is analysed, and the seismic load is compared. Results of the study can serve as references for designing key parts and control strategies of wind turbines for earthquake-prone regions. %U https://www.sv-jme.eu/article/wind-turbine-seismic-load-analysis-based-on-numerical-calculation/ %0 Journal Article %R 10.5545/sv-jme.2014.1646 %& 638 %P 11 %J Strojniški vestnik - Journal of Mechanical Engineering %V 60 %N 10 %@ 0039-2480 %8 2018-06-28 %7 2018-06-28
Jin, Xin, Hua Liu, & Wenbin Ju. "Wind Turbine Seismic Load Analysis Based on Numerical Calculation." Strojniški vestnik - Journal of Mechanical Engineering [Online], 60.10 (2014): 638-648. Web. 20 Dec. 2024
TY - JOUR AU - Jin, Xin AU - Liu, Hua AU - Ju, Wenbin PY - 2014 TI - Wind Turbine Seismic Load Analysis Based on Numerical Calculation JF - Strojniški vestnik - Journal of Mechanical Engineering DO - 10.5545/sv-jme.2014.1646 KW - wind turbine; earthquake; multi-body dynamics; soil-structure interaction N2 - Large-scale wind turbines have come into common use in Europe. Because violent earthquakes are relatively rare there, insufficient consideration has been given to the seismic impact on the wind turbine specifications; however, at present, there are many wind farms being constructed in earthquake-prone regions, and the seismic impact cannot be ignored in wind turbine designs. Based on the multi-body system dynamic theory and taking into consideration the soil-structure interaction, this paper proposes a blade-cabin-tower-foundation coupled model in order to study the load-bearing conditions of wind turbines under seismic impact. According to the basic theory of multi-body system dynamics, the wind turbine blade and tower system comprises a series of continuous discrete units, while soil-structure interaction in the tower system is realized through the spring and damping set on the interface between the foundation and the soil body; the cabin is simplified as a rigid model. Based on the Eurocode 8 earthquake load spectrum, the dynamic response of a wind turbine working under seismic impact is analysed, and the seismic load is compared. Results of the study can serve as references for designing key parts and control strategies of wind turbines for earthquake-prone regions. UR - https://www.sv-jme.eu/article/wind-turbine-seismic-load-analysis-based-on-numerical-calculation/
@article{{sv-jme}{sv-jme.2014.1646},
author = {Jin, X., Liu, H., Ju, W.},
title = {Wind Turbine Seismic Load Analysis Based on Numerical Calculation},
journal = {Strojniški vestnik - Journal of Mechanical Engineering},
volume = {60},
number = {10},
year = {2014},
doi = {10.5545/sv-jme.2014.1646},
url = {https://www.sv-jme.eu/article/wind-turbine-seismic-load-analysis-based-on-numerical-calculation/}
}
TY - JOUR AU - Jin, Xin AU - Liu, Hua AU - Ju, Wenbin PY - 2018/06/28 TI - Wind Turbine Seismic Load Analysis Based on Numerical Calculation JF - Strojniški vestnik - Journal of Mechanical Engineering; Vol 60, No 10 (2014): Strojniški vestnik - Journal of Mechanical Engineering DO - 10.5545/sv-jme.2014.1646 KW - wind turbine, earthquake, multi-body dynamics, soil-structure interaction N2 - Large-scale wind turbines have come into common use in Europe. Because violent earthquakes are relatively rare there, insufficient consideration has been given to the seismic impact on the wind turbine specifications; however, at present, there are many wind farms being constructed in earthquake-prone regions, and the seismic impact cannot be ignored in wind turbine designs. Based on the multi-body system dynamic theory and taking into consideration the soil-structure interaction, this paper proposes a blade-cabin-tower-foundation coupled model in order to study the load-bearing conditions of wind turbines under seismic impact. According to the basic theory of multi-body system dynamics, the wind turbine blade and tower system comprises a series of continuous discrete units, while soil-structure interaction in the tower system is realized through the spring and damping set on the interface between the foundation and the soil body; the cabin is simplified as a rigid model. Based on the Eurocode 8 earthquake load spectrum, the dynamic response of a wind turbine working under seismic impact is analysed, and the seismic load is compared. Results of the study can serve as references for designing key parts and control strategies of wind turbines for earthquake-prone regions. UR - https://www.sv-jme.eu/article/wind-turbine-seismic-load-analysis-based-on-numerical-calculation/
Jin, Xin, Liu, Hua, AND Ju, Wenbin. "Wind Turbine Seismic Load Analysis Based on Numerical Calculation" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 60 Number 10 (28 June 2018)
Strojniški vestnik - Journal of Mechanical Engineering 60(2014)10, 638-648
© The Authors, CC-BY 4.0 Int. Change in copyright policy from 2022, Jan 1st.
Large-scale wind turbines have come into common use in Europe. Because violent earthquakes are relatively rare there, insufficient consideration has been given to the seismic impact on the wind turbine specifications; however, at present, there are many wind farms being constructed in earthquake-prone regions, and the seismic impact cannot be ignored in wind turbine designs. Based on the multi-body system dynamic theory and taking into consideration the soil-structure interaction, this paper proposes a blade-cabin-tower-foundation coupled model in order to study the load-bearing conditions of wind turbines under seismic impact. According to the basic theory of multi-body system dynamics, the wind turbine blade and tower system comprises a series of continuous discrete units, while soil-structure interaction in the tower system is realized through the spring and damping set on the interface between the foundation and the soil body; the cabin is simplified as a rigid model. Based on the Eurocode 8 earthquake load spectrum, the dynamic response of a wind turbine working under seismic impact is analysed, and the seismic load is compared. Results of the study can serve as references for designing key parts and control strategies of wind turbines for earthquake-prone regions.