1 |
Jang, Y., Choi, C., Han, J. and Lee, J. (2012), "A study for prediction of the response of the offshore wind energy system considering the soil stiffness", Korean Geotechnical Society 2012 spring conference, pp. 1513-1519 (in Korean)
|
2 |
Kim, N. (2002), Effect of flexibility of foundation on seismic behavior of bridge columns, Master thesis, Seoul National University, pp. 1-11 (in Korean).
|
3 |
Leblanc, C., Houlsby, G.T. and Byrne, B. (2010), "Response of stiff piles in sand to long-term cyclic lateral loading", Geotechnique, Vol. 60, No. 2, pp 79-90.
DOI
ScienceOn
|
4 |
Matlock, H. (1970), "Correlations for design of laterally loaded piles in soft clay", Proceeding of 2th Offshore Technology Conference, Houston. Texas, Vol.1, No.1, pp.577-607.
|
5 |
Novak, M. (1974), "Dynamic stiffness and damping of piles", Canadian Geotechnical Journal, Vol. 11, No. 4, pp. 574-598.
DOI
|
6 |
Arya, S., O'Neill, M. and Pincus, G. (1979). Design of structures and foundations for vibrating machines, Gulf Punlishing Company, Huston, Texas, pp. 77-90.
|
7 |
Cho, C. (2010), Piling engineering practice, eng.book, pp. 195-217 (in Korean).
|
8 |
Reese, L. C. (1997), "Analysis of laterally loaded piles in weak rock, Journal of Geotechnical and Geoenvironmental. Engineering", ASCE, Vol. 101, No. 7, pp. 1010-1017.
|
9 |
Ryu, M., Kang, K., Lee, J. and Kim, J. (2011), "A suggestion for the foundation type of offshore wind turbine in the test bed on the basis of economic and constructibility analysis", Journal of Korea Wind Energy Association, Vol. 2, No. 1, pp. 44-52 (in Korean).
|