The dynamic behaviors of wind turbines subjected to combined wind-earthquake loading were investigated. Numerical simulations were performed to examine the influence of wind speed and earthquake intensity on the dynamic behaviors of wind turbines after evaluating the influence of randomness of wind. Subsequently, the effect of start time and input angle of earthquakes on seismic responses of wind turbines was evaluated to explore the temporal and spatial combinations of wind and earthquake loads. It is noted that the wind increases and decreases the response amplitude of the wind turbine under weak and strong earthquake excitations, respectively. Consequently, the most unfavorable seismic load conditions are represented by the wind–earthquake combination in the former scenario and by only the earthquake case in the latter scenario. Because the start time of earthquakes can significantly affect the dynamic response of the wind turbine, sufficient wind samples must be generated to obtain the mean of the response amplitudes. Moreover, the input angle of earthquakes influences the seismic response of wind turbines, owing to the asymmetry of aerodynamic damping and blade stiffness. Consequently, the combination of wind and earthquake excitations in the space domain must be considered prudently.

1.
X.
Wang
,
X.
Zeng
,
J.
Li
,
X.
Yang
, and
H.
Wang
, “
A review on recent advancements of substructures for offshore wind turbines
,”
Energy Convers. Manage.
158
,
103
119
(
2018
).
2.
Global Wind Energy Council
,
Global Wind Report 2019
(
Global Wind Energy Council
,
2020
), https://gwec.net/global-wind-report-2019/.
3.
U. A.
Butt
and
T.
Ishihara
, “
Seismic load evaluation of wind turbine support structures considering low structural damping and soil structure interaction
,” in
Proceedings of the European Wind Energy Association Annual Event
,
Copenhagen, Denmark
,
2012
.
4.
M. A.
Asareh
, “
Dynamic behavior of operational wind turbines considering aerodynamic and seismic load interaction
,” Doctoral dissertations (Missouri University of Science and Technology,
2015
).
5.
Z.
Zhao
,
K.
Dai
,
A.
Camara
,
G.
Bitsuamlak
, and
C.
Sheng
, “
Wind turbine tower failure modes under seismic and wind loads
,”
J. Perform. Constr. Facil.
33
,
1
12
(
2019
).
6.
J.
Fan
,
Q.
Li
, and
Y.
Zhang
, “
Collapse analysis of wind turbine tower under the coupled effects of wind and near-field earthquake
,”
Wind Energy
22
,
407
419
(
2019
).
7.
Harukigaoka Wind Power Inc.
, “
A prompt report on No. 2 wind turbine tower damage in Kugino Wind Farm
” (
2016
), https://www.meti.go.jp/shingikai/sankoshin/hoan_shohi/denryoku_anzen/newenergy_hatsuden_wg/pdf/009_05_00.pdf (in Japanese).
8.
M.
Kitahara
and
T.
Ishihara
, “
Prediction of seismic loadings on wind turbine support structures by response spectrum method considering equivalent modal damping of support structures and reliability level
,”
Wind Energy
23
,
1422
1443
(
2020
).
9.
V.
Smith
and
H.
Mahmoud
, “
Multihazard assessment of wind turbine towers under simultaneous application of wind, operation, and seismic loads
,”
J. Perform. Constr. Facil.
30
,
04016043
(
2016
).
10.
E. I.
Katsanos
,
S.
Thöns
, and
C. Τ.
Georgakis
, “
Wind turbines and seismic hazard: A state-of-the-art review
,”
Wind Energy
19
,
2113
2133
(
2016
).
11.
I.
Anastasopoulos
and
M.
Theofilou
, “
Hybrid foundation for offshore wind turbines: Environmental and seismic loading
,”
Soil Dyn. Earthquake Eng.
80
,
192
209
(
2016
).
12.
R.
De Risi
,
S.
Bhattacharya
, and
K.
Goda
, “
Seismic performance assessment of monopile-supported offshore wind turbines using unscaled natural earthquake records
,”
Soil Dyn. Earthquake Eng.
109
,
154
172
(
2018
).
13.
N.
Bazeos
,
G. D.
Hatzigeorgiou
,
I. D.
Hondros
,
H.
Karamaneas
,
D. L.
Karabalis
, and
D. E.
Beskos
, “
Static, seismic and stability analyses of a prototype wind turbine steel tower
,”
Eng. Struct.
24
,
1015
1025
(
2002
).
14.
I.
Lavassas
,
G.
Nikolaidis
,
P.
Zervas
,
E.
Efthimiou
,
I. N.
Doudoumis
, and
C. C.
Baniotopoulos
, “
Analysis and design of the prototype of a steel 1-MW wind turbine tower
,”
Eng. Struct.
25
,
1097
1106
(
2003
).
15.
C. C.
Baniotopoulos
,
I.
Lavassas
,
G.
Nikolaidis
, and
P.
Zervas
, “
Design of large scale wind turbine towers in seismic areas
,” in
7th National Conference on Steel Structures
,
Santiago, Chile
,
2012
.
16.
R. A.
Kjørlaug
and
A. M.
Kaynia
, “
Vertical earthquake response of megawatt-sized wind turbine with soil-structure interaction effects
,”
Earthquake Eng. Struct. Dyn.
44
,
2341
2358
(
2015
).
17.
M.
Hänler
,
U.
Ritschel
, and
I.
Warnke
, “
Systematic modelling of wind turbine dynamics and earthquake loads on wind turbines
,” in
Proceedings of the European Wind Energy Conference and Exhibition
,
Athens, Greece
,
2006
.
18.
T.
Ishihara
and
M. W.
Sarwar
, “
Numerical and theoretical study on seismic response of wind turbines
,” in
European Wind Energy Conference and Exhibition
,
Brussels, Belgium
,
2008
.
19.
L.
Wang
and
Y.
Zhang
, “
Influence of simplified models on seismic response analysis of wind turbine towers
,”
Appl. Mech. Mater.
94–96
,
369
374
(
2011
).
20.
A.
Banerjee
,
T.
Chakraborty
,
V.
Matsagar
, and
M.
Achmus
, “
Dynamic analysis of an offshore wind turbine under random wind and wave excitation with soil-structure interaction and blade tower coupling
,”
Soil Dyn. Earthquake Eng.
125
,
105699
(
2019
).
21.
IEC
,
Wind Turbines-Part 1: Design Requirements
(
International Electro Technical Commission
,
Geneva, Switzerland
,
2005
).
22.
Germanischer Lloyd
,
Guidelines for the Certification of Wind Turbines
(
Germanischer Lloyd
,
Hamburg, Germany
,
2010
).
23.
O.
Kiyomiya
,
T.
Rikiji
, and
P. H.
van Gelder
, “
Dynamic response analysis of onshore wind energy power units during earthquakes and wind
,” in
Proceedings of the 12th International Offshore and Polar Engineering Conference
,
Kitakyushu, Japan
,
2002
.
24.
X.
Zhao
and
P.
Maißer
, “
Seismic response analysis of wind turbine towers including soil structure interaction
,”
Proc. Inst. Mech. Eng., Part K
220
,
53
61
(
2006
).
25.
F.
Santangelo
,
G.
Failla
,
A.
Santini
, and
F.
Arena
, “
Time-domain uncoupled analyses for seismic assessment of land-based wind turbines
,”
Eng. Struct.
123
,
275
299
(
2016
).
26.
M. A.
Asareh
,
W.
Schonberg
, and
J.
Volz
, “
Fragility analysis of a 5-MW NREL wind turbine considering aero-elastic and seismic interaction using finite element method
,”
Finite Elem. Anal. Des.
120
,
57
67
(
2016
).
27.
H.
Zuo
,
K.
Bi
, and
H.
Hao
, “
Dynamic analyses of operating offshore wind turbines including soil-structure interaction
,”
Eng. Struct.
157
,
42
62
(
2018
).
28.
Z.
Zhao
,
K.
Dai
,
E. R.
Lalonde
,
J.
Meng
,
B.
Li
,
Z.
Ding
, and
G.
Bitsuamlak
, “
Studies on application of scissor-jack braced viscous damper system in wind turbines under seismic and wind loads
,”
Eng. Struct.
196
,
109294
(
2019
).
29.
P. K.
Esfeh
and
A. M.
Kaynia
, “
Earthquake response of monopiles and caissons for offshore wind turbines founded in liquefiable soil
,”
Soil Dyn. Earthquake Eng.
136
,
106213
(
2020
).
30.
P.
Wang
,
M.
Zhao
,
X.
Du
,
J.
Liu
, and
C.
Xu
, “
Wind, wave and earthquake responses of offshore wind turbine on monopile foundation in clay
,”
Soil Dyn. Earthquake Eng.
113
,
47
57
(
2018
).
31.
V.
Valamanesh
and
A. T.
Myers
, “
Aerodynamic damping and seismic response of horizontal axis wind turbine towers
,”
J. Struct. Eng.
140
,
1
9
(
2014
).
32.
C.
Chen
and
P.
Duffour
, “
Modelling damping sources in monopile-supported offshore wind turbines
,”
Wind Energy
21
,
1121
1140
(
2018
).
33.
R.
Xi
,
P.
Wang
,
X.
Du
,
K.
Xu
,
C.
Xu
, and
J.
Jia
, “
A semi-analytical model of aerodynamic damping for horizontal axis wind turbines and its applications
,”
Ocean Eng.
214
,
107861
(
2020
).
34.
R.
Xi
,
P.
Wang
,
X.
Du
,
C.
Xu
, and
J.
Jia
, “
Evaluation of an uncoupled method for analyzing the seismic response of wind turbines excited by wind and earthquake loads
,”
Energies
13
,
3833
(
2020
).
35.
C.
Peng
, “
Seismic dynamic response analysis of wind turbine
,”
Acta Energ. Sol. Sin.
37
,
3189
3194
(
2016
).
36.
X.
Jin
,
H.
Liu
, and
W.
Ju
, “
Wind turbine seismic load analysis based on numerical calculation
,”
Slov. J. Mech. Eng.
60
,
638
648
(
2014
).
37.
D.
Witcher
, “
Seismic analysis of wind turbines in the time domain
,”
Wind Energy
8
,
81
91
(
2005
).
38.
M. A.
Asareh
,
W.
Schonberg
, and
J.
Volz
, “
Effects of seismic and aerodynamic load interaction on structural dynamic response of multi-megawatt utility scale horizontal axis wind turbines
,”
Renewable Energy
86
,
49
58
(
2016
).
39.
I.
Prowell
,
A.
Elgamal
,
U.
Chia-Ming
,
J. E.
Luco
,
H.
Romanowitz
, and
E.
Duggan
, “
Shake table testing and numerical simulation of a utility-scale wind turbine including operational effects
,”
Wind Energy
17
,
997
1016
(
2014
).
40.
C.
Yuan
,
J.
Chen
,
J.
Li
, and
Q.
Xu
, “
Fragility analysis of large-scale wind turbines under the combination of seismic and aerodynamic loads
,”
Renewable Energy
113
,
1122
1134
(
2017
).
41.
Y.
Yang
,
K.
Ye
,
C.
Li
,
C.
Michailides
, and
W.
Zhang
, “
Dynamic behavior of wind turbines influenced by aerodynamic damping and earthquake intensity
,”
Wind Energy
21
,
303
319
(
2018
).
42.
L.
Wang
and
X.
Dong
, “
Influence of earthquake directions on wind turbine tower under seismic action
,”
Adv. Mat. Res.
243–249
,
3883
3888
(
2011
).
43.
K.
Dai
,
Z.
Zhao
,
Z.
Yi
, and
C.
Sheng
, “
Seismic analyses of wind turbine tower under operational conditions
,”
Chin. J. Eng.
39
,
1598
1605
(
2017
).
44.
Y.
Yang
,
M.
Bashir
,
C.
Li
, and
J.
Wang
, “
Analysis of seismic behaviour of an offshore wind turbine with a flexible foundation
,”
Ocean Eng.
178
,
215
228
(
2019
).
45.
M. A.
Asareh
and
I.
Prowell
, “
Seismic loading for FAST
,”
Report No. NREL/SR-5000-53872 (
National Renewable Energy Laboratory,
2011
).
46.
J.
Jonkman
,
S.
Butterfield
,
W.
Musial
, and
G.
Scott
, “
Definition of a 5-MW reference wind turbine for offshore system development
,”
Report No. NREL/TP-500-38060 (
National Renewable Energy Laboratory
,
2009
).
47.
J. C.
Kaimal
,
J. C.
Wyngaard
,
Y.
Izumi
, and
O. R.
Coté
, “
Spectral characteristics of surface layer turbulence
,”
Q. J. R. Meteorol. Soc.
98
,
563
589
(
1972
).
48.
B. J.
Jonkman
, “
TurbSim user's guide: Version 1.50
,”
Report No. NREL/TP-500-46198 (
National Renewable Energy Laboratory
,
2009
.
49.
ATC
, “
Quantification of building seismic performance factors
,”
Report No. FEMAP695 (
Applied Technology Council
,
2009
).
50.
G. N.
Stamatopoulos
, “
Response of a wind turbine subjected to near-fault excitation and comparison with the Greek aseismic code provisions
,”
Soil Dyn. Earthquake Eng.
46
,
77
84
(
2013
).
51.
M.
Mardfekri
and
P.
Gardoni
, “
Multi-hazard reliability assessment of offshore wind turbines
,”
Wind Energy
18
,
1433
1450
(
2015
).
52.
A.
Suzuki
,
Application of Dynamic Inflow Theory to Wind Turbine Rotors
(
Department of Mechanical Engineering, University of Utah
,
Salt Lake City
,
2000
).
53.
A.
Ali
,
R.
De Risi
,
A.
Sextos
,
K.
Goda
, and
Z.
Chang
, “
Seismic vulnerability of offshore wind turbines to pulse and non-pulse records
,”
Earthquake Eng. Struct. Dyn.
49
,
24
50
(
2020
).
You do not currently have access to this content.