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[28] Verholek, M.G., Preliminary results of a fi eld experiment to characterise wind
fl ow through a vertical plane.
Rep. PNL-2518, Battelle Pacifi c Northwest
Laboratory
, Richland, WA 99352, 1978.
[29] Hardesty, R.M., Korrel, J.A. & Hall, F.F., Lidar measurement of wind
velocity spectra encountered by a rotating turbine blade.
NOAA Technical
Memorandum
, Washington DC, USA, 1981.
[30] Murtagh, P.J., Basu, B. & Broderick, B., Along wind response of wind turbine
tower with blade coupling subjected to rotationally sampled wind loading.
Engineering Structures
,
27
(8), pp. 1209-1219, 2005.
[31] Murtagh, P.J., Basu, B. & Broderick, B.M., Mode acceleration approach for
rotating wind turbine blades.
Proc. of the Institution of Mechanical Engineers:
Part K: Journal of Multi-body Dynamics
,
218
(3), pp. 159-167, 2004.
[32] Williams, D., Dynamics loads in aeroplanes under given impulsive loads with
particular reference to landing and gust loads on a fl ying boat.
Royal Aircraft
Establishment, Farnborough, UK, Reports SMR 3309 and 3316
, 1945.
[33] Craig, R.R.,
Structural Dynamics
, John Wiley and sons: New York, 1981.
[34] Singh, M.P., Mode-acceleration based response spectrum approach for non-
classically damped structures.
Soil Dynamics and Earthquake Engineering
,
5
, pp. 226-233, 1986.
[35] Akgun, M.A., A new family of mode-superposition methods for response
calculations.
Journal of Sound and Vibration
,
167
(2), pp. 289-302, 1993.
[36] Nigam, N.C. & Narayanan, S.,
Applications of Random Vibrations
, Springer
Verlag: Delhi, 1994.
[37] Kaimal, J.C., Wyngaard, J.C., Izumi, Y. & Cote, O.R., Spectral characteristics
of surface-layer turbulence.
Journal of the Royal Meteorological Society
,
98
,
pp. 563-589, 1972.
[38] Davenport, A.G., Gust Loading Factors.
Journal of Structural Division,
ASCE
,
93
(3), pp. 11-34, 1967.
[39] Velozzi, J. & Cohen, E., Gust response factors.
Journal of Structural Division,
ASCE
,
94
(6), pp. 1295-1313, 1968.
[40] Holmes, J.D., Along-wind response of lattice towers: part II - Aerodynamic
damping and defl ections.
Engineering Structures
,
18
(7), pp. 483-488, 1996.
[41] Zhou, Y. & Kareem, A., Gust loading factor: new model.
Journal of Structural
Engineering, ASCE
,
127
(2), pp. 168-175, 2001.
[42] Zhou, Y., Kijewski, T. & Kareem, A., Along-wind load effects on tall build-
ings: comparative study of major international codes and standards.
Journal
of Structural Engineering, ASCE
,
128
(6), pp. 788-796, 2002.
[43] Murtagh, P.J., Basu, B. & Broderick, B.M., Gust response factor methodol-
ogy for wind turbine tower assemblies.
Journal of Structural Engineering,
ASCE
,
133
(1), pp. 139-144, 2007.
[44] Crandall, S.H., First crossing probabilities of linear oscillator.
Journal of
Sound and Vibration
,
12
(3), pp. 285-289, 1970.
[45] CEN (2004). Eurocode 1 Basis for design and actions on structures - part 2- 4:
actions on structures - wind actions.
European Prestandard Env. 1991-2- 4,
European Committee for Standardization, Brussels
, 2004.
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