1 |
American Petroleum Institute (API), 2007. Recommended Practice for Planning, Design and Constructing Fixed Offshore Platform Working Stress Design. Washington D.C., USA.
|
2 |
American Institute of Steel Construction (AISC), 1989. Specification for Structural Steel Buildings, Allowable Stress Design and Plastic Design. Chicago, USA.
|
3 |
Andrzej, S.N., Kevin, R.C., 2000. Reliability of Structures. 2nd Edition, Boca raton, Florida, USA.
|
4 |
ANSYS Inc, 2009. ANSYS 12.0 User's Guide. Canonsburg, PA, USA.
|
5 |
Box, G.E., Wilson, K.B., 1951. On the Experimental Attainment of Optimum Conditions. Journal of the Royal Statistical Society, Series B(Methodological), 13(1), 1-38.
|
6 |
Bucher, C.G., Bourgund, U., 1987. Efficient Use of Response Surface Methods. Universität Innsbruck, Institut für Mechanik.
|
7 |
Ministry of Oceans and Fisheries (MOF), 2005. Engineering Standards Commentaries Port and Harbor Facilities. Korea.
|
8 |
Goyal, A., Chopra, A.K., 1989. Simplified Evaluation of Added Hydrodynamic Mass for Intake Towers. Journal of Engineering Mechanics, 115(7), 1393-1412.
DOI
|
9 |
Haldar, A., Mahadevan, S., 2000. Reliability Assessment using Stochastic Finite Element. John Wiley, New York.
|
10 |
Hasofer, A.M., Lind, N.C., 1974. Exact and Invariant Second-moment Code Format. Journal of the Engineering Mechanics division, 100(1), 111-121.
|
11 |
Jonkman, J., Butterfield, S., Musial, W., Scott, G., 2009. Definition of a 5-MW Reference Wind Turbine for Offshore System Development NREL/TP-500-38060.
|
12 |
Khuri, A.I., Cronell, J.A., 1987. Response Surfaces: Design and Analysis. Dekker, New York, NY, USA.
|
13 |
Kim, D.H., Yoon, G.L., 2009. Application of Importance Sampling to Reliability Analysis of Caisson Quay Wall. Journal of Korean Society of Coastal and Ocean Engineers, 21(5), 405-409.
|
14 |
Lee, D.Y., Im, S.W., 2011. Technical Aspects for Development of Offshore Wind Power Substructure. Journal of Korean Society of Steel Construction, Special Issues (October).
|
15 |
Lee, S.G., Kim, D.H., 2011. Reliability Analysis of Pile Type Quaywall using Response Surface Method. Journal of Korean Society of Coastal and Ocean Engineers, 23(6),407-413.
DOI
|
16 |
Lee, S.G., Kim, D.H., 2014. Reliability Analysis Offshore Wind Turbine Support Structure Under Extreme Ocean Environmental Loads. Journal of Korean Society of Coastal and Ocean Engineers, 26(1), 33-40.
DOI
|
17 |
Lee, G.N., Kim, D.H., 2015. Seismic Reliability Analysis of Offshore Wind Turbine Support Structure. Journal of Ocean Engineering and Technology, 29(5), 342-350.
DOI
|
18 |
Rackwitz, R., Fiessler, B., 1978. Structural Reliability under Combined Random Load Sequences. Computers and Structures, 9(5), 489-494.
DOI
|
19 |
Reese, L.C., Van Impe, W.F., 2007. Single Piles and Pile Groups Under Lateral Loading. Taylor&Francis, Boca Raton.
|
20 |
Schu ë ller, G.I., Bucher, C.G., Bourgund, U., Ouypornprasert, W., 1987. On Efficient Computational Schemes to Calculate Structural Failure Probabilities. Stochastic Structural Mechanics, Springer Berlin Heidelberg. 388-410.
|
21 |
Yoon, G.L., Kim, S.B., Kwon, O.S., Yoo, M.S., 2014. Partial Safety Factor of Offshore Wind Turbine Pile Foundation in West-South Mainland Sea. Journal of the Korean Society of Civil Engineers, 34(5), 1489-1504.
DOI
|
22 |
Yi, J.H., Kim, S.B., Yoon, G.L., Andersen, L, V., 2015. Influence of Pile-Soil Interaction on the Dynamic Properties of Offshore Wind Turbines Supported by Jacket Foundations. Proceedings of the 2015 International Ocean and Polar Engineering Conference, 285-288.
|
23 |
Yoon, G.L., Kim, K.J., Kim, H.Y., 2013. Reliability Analysis of Monopile for a Offshore Wind Turbine using Response Surface Method. Journal of the Korean Society of Civil Engineers, 33(6), 2401-2409.
DOI
|