1 |
Abramovich, H. and Hamburger, O. (1991), "Vibration of a cantilever timoshenko beam with a tip mass", J. Sound Vib.,148(1), 162-170.
DOI
ScienceOn
|
2 |
Adhikari, S. (1999a), "Modal analysis of linear asymmetric non-conservative systems", J. Eng. Mech.- ASCE., 125(12), 1372-1379.
DOI
|
3 |
Adhikari, S. (1999b), "Rates of change of eigenvalues and eigenvectors in damped dynamic systems", J. AIAA, 37(11), 1452-1458.
DOI
|
4 |
Adhikari, S. (2004), "Optimal complex modes and an index of damping non-proportionality", Mech. Syst. Signal Pr.,18(1), 1-27.
DOI
ScienceOn
|
5 |
Adhikari, S. and Bhattacharya, S. (2008), "Dynamic instability of pile-supported structures in liquefiable soils during earthquakes", Shock Vib., 15(6), 665-685.
DOI
|
6 |
Adhikari, S. and Bhattacharya, S. (2011), "Dynamic analysis of wind turbine towers on flexible foundations", Shock Vib.
|
7 |
Baguelin F., Frank R., S. Y. (1977), "Theoretical study of lateral reaction mechanism of piles", Geotechnique, 27, 405-434.
DOI
ScienceOn
|
8 |
Bhattacharya, S., Adhikari, S. and Alexander, N. A. (2009), "A simplied method for unied buckling and dynamic analysis of pile-supported structures in seismically liquefiable soils", Soil Dyn. Earthq. Eng., 29(8), 1220- 1235.
DOI
ScienceOn
|
9 |
Bhattacharya, S., Carrington, T. and Aldridge, T. (2009), "Observed increases in offshore pile driving resistance", Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 162(1), 71-80.
|
10 |
Bhattacharya, S., Dash, S.R. and Adhikari, S. (2008), "On the mechanics of failure of pile-supported structures in liqueable deposits during earthquakes", Current Science, 94(5), 605-611.
|
11 |
Blevins, R.D. (1984), Formulas for Natural Frequency and Mode Shape, Krieger Publishing Company, Malabar, FL, USA.
|
12 |
Byrne, B. and Houlsby, G. (2003), "Foundations for offshore wind turbine", Philos. T. R. Soc. A., 361.
|
13 |
Chen, Y. (1963), "On the vibration of beams or rods carrying a concentrated mass", J. Appl. Mech -T. ASME., 30, 310-311.
DOI
|
14 |
Dash, S.R., Govindaraju, L. and Bhattacharya, S. (2009), "A case study of damages of the Kandla Port and Customs Office tower supported on a mat-pile foundation in liquefied soils under the 2001 Bhuj earthquake", Soil Dyn. Earthq. Eng., 29(2), 333-346.
DOI
ScienceOn
|
15 |
DnV (2001), Guidelines for design of wind turbines-DnV/Riso, Code of practice, DnV, USA.
|
16 |
Elishakoff, I. and Johnson, V. (2005), "Apparently the first closed-form solution of vibrating inhomogeneous beam with a tip mass", J. Sound Vib., 286(4-5), 1057-1066.
DOI
ScienceOn
|
17 |
Elishakoff, I. and Perez, A. (2005), "Design of a polynomially inhomogeneous bar with a tip mass for specied mode shape and natural frequency", J. Sound Vib., 287(4-5), 1004-1012.
DOI
ScienceOn
|
18 |
GHBLADED (2009), Wind Turbine Design Software, Garrad Hassan Limited, Bristol, UK.
|
19 |
Gurgoze, M. (2005a), "On the eigenfrequencies of a cantilever beam carrying a tip spring-mass system with mass of the helical spring considered, J. Sound Vib., 282(3-5), 1221-1230.
DOI
|
20 |
Gurgoze, M. (2005b), "On the representation of a cantilevered beam carrying a tip mass by an equivalent springmass system", J. Sound Vib., 282, 538-542.
DOI
ScienceOn
|
21 |
Gurgoze, M. and Erol, H. (2002), "On the frequency response function of a damped cantilever simply supported in-span and carrying a tip mass", J. Sound Vib., 255(3), 489-500.
DOI
ScienceOn
|
22 |
Kreyszig, E. (2006), Advanced engineering mathematics, 9th Edition., John Wiley & Sons, New York.
|
23 |
Hetenyi, M. (1946), "Beams on Elastic Foundation: Theory with Applications in the Fields of Civil and Mechanical Engineering", University of Michigan Press, Ann Arbor, MI USA.
|
24 |
Huang, T.C. (1961), "The effect of rotatory inertia and of shear deformation on the frequency and normal mode equations of uniform beams with simple end conditions", J. Appl. Mech - T. ASME., 28, 579-584.
DOI
|
25 |
IEA (2005), International Energy Statistics 2005: Key World Energy Statistics, International Energy Agency, Paris, France.
|
26 |
Laura, P.A.A. and Gutierrez, R.H. (1986), "Vibrations of an elastically restrained cantilever beam of varying cross-section with tip mass of finite length", J. Sound Vib., 108(1), 123-131.
DOI
ScienceOn
|
27 |
Oz, H.R. (2003), "Natural frequencies of an immersed beam carrying a tip mass with rotatory inertia", J. Sound Vib., 266(5), 1099-1108.
DOI
ScienceOn
|
28 |
Randolph, M.F. and Steward, D.P. (1999), Manual for the program PYGM , University of Western Australia, Australia.
|
29 |
SAMTECH (2009), SAMCEF for Wind Turbine (S4WT), SAMTECT s.a., Liege, Belgium.
|
30 |
Sheu, G. and Yang, S. (2005), "Dynamic analysis of a spinning rayleigh beam", Int. J. Mech. Sci., 47(2), 157- 169.
DOI
ScienceOn
|
31 |
Tempel, D.P. and Molenaar, D.P. (2002), "Wind turbine structural dynamics -a review of the principles for modern power generation, onshore and offshore", Wind Eng., 26(4), 211-220.
DOI
ScienceOn
|
32 |
Wu, J.S. and Chou, H.M. (1998), "Free vibration analysis of a cantilever beam carrying any number of elastically mounted point masses with the analytical-and-numerical-combined method", J. Sound Vib., 213(2), 317-332.
DOI
ScienceOn
|
33 |
Wu, J.S. and Chou, H.M. (1999), "A new approach for determining the natural frequencies and mode shapes of a uniform beam carrying any number of sprung masses", J. Sound Vib., 220(3), 451- 468.
DOI
ScienceOn
|
34 |
Zaaijer, M. (2006), "Foundation modelling to assess dynamic behaviour of offshore wind turbines", Appl. Ocean Res., 28, 45-57.
DOI
ScienceOn
|
35 |
Wu, J.S. and Hsu, S.H. (2006), "A unified approach for the free vibration analysis of an elastically supported immersed uniform beam carrying an eccentric tip mass with rotary inertia", J. Sound Vib., 291(3-5), 1122- 1147.
DOI
ScienceOn
|