1. Rozario JB, Tromans PS, Taylor PH, Efthymiou M. Comparison of loads predicted using "NewWave" and other wave models with measurements on the tern structure. In: Society for Underwater Technology. Wave kinematics and environmental forces. Dordrecht: Springer; 1993. [
Link] [
DOI:10.1007/978-94-017-3663-3_8]
2. Tromans PS, Anaturk AR, Hagemeijer P. A new model for the kinematics of large ocean waves-application as a design wave-application as a design wave. The 1st International Offshore and Polar Engineering Conference, 1991 August 11-16, Edinburgh, United Kingdom. Mountain View: International Society of Offshore and Polar Engineers; 1991. [
Link]
3. Adhikari S, Bhattacharya S. Dynamic analysis of wind turbine towers on flexible foundations. Shock and Vibration. 2012;19(1):37-56. [
Link] [
DOI:10.1155/2012/408493]
4. O'Neill L, Fakas E, Cassidy M. A methodology to simulate floating offshore operations using a design wave theory. Journal of Offshore Mechanics and Arctic Engineering. 2006;128(4):304-313. [
Link] [
DOI:10.1115/1.2166654]
5. Arena F, Fedele F. Nonlinear space-time evolution of wave groups with a high crest. Journal of Offshore Mechanics and Arctic Engineering. 2005;127(1):46-51. [
Link] [
DOI:10.1115/1.1854705]
6. Najafian G. Application of system identification techniques in efficient modelling of offshore structural response. Part I: Model development. Applied Ocean Research. 2007;29(1-2):1-16. [
Link] [
DOI:10.1016/j.apor.2007.08.002]
7. Pierson Jr WJ, Moskowitz L. A proposed spectral form for fully developed wind seas based on the similarity theory of S. A. Kitaigorodskii. Journal of Geophysical Research. 1964;69(24):5181-5190. [
Link] [
DOI:10.1029/JZ069i024p05181]
8. Alves JH, Banner ML, Young IR. Revisiting the Pierson-Moskowitz asymptotic limits for fully developed wind waves. Journal of Physical Oceanography. 2003;33(7):1301-1323.
https://doi.org/10.1175/1520-0485(2003)033<1301:RTPALF>2.0.CO;2 [
Link] [
DOI:10.1175/1520-0485(2003)0332.0.CO;2]
9. Madsen PA, Fuhrman DR. Third-order theory for multi-directional irregular waves. Journal of Fluid Mechanics. 2012;698:304-334. [
Link] [
DOI:10.1017/jfm.2012.87]
10. Creamer DB, Henyey F, Schult R, Wright J. Improved linear representation of ocean surface waves. 1989;205:135-161. [
Link] [
DOI:10.1017/S0022112089001977]
11. Dastan Diznab MA, Mohajernassab S, Seif MS, Tabeshpour MR, Mehdigholi H. Assessment of offshore structures under extreme wave conditions by modified endurance wave analysis. Marine Structures. 2014;39:50-69. [
Link] [
DOI:10.1016/j.marstruc.2014.06.003]
12. Cassidy MJ, Eatock Taylor R, Houlsby GT. Analysis of jack-up units using a constrained NewWave methodology. Applied Ocean Research. 2001;23(4):221-234. [
Link] [
DOI:10.1016/S0141-1187(01)00005-0]
13. Det Norske Veritas. Environmental conditions and environmental loads. Oslo: Det Norske Veritas; 2010. [
Link]
14. ITTC Seakeeping Committee. Report of the seakeeping committee. The 17th International Towing Tank Conference, 1984 September 8-15, Goteborg, Sweden. Publisher city?: Publisher?; 1984. pp. 457-534. [
Link]
15. Mohajernassab S, MA Dastan Diznab, Tabeshpour MR, Mehdigholi H, Seif MS. Application of New-wave theory in the Endurance Wave method to assess offshore structures under the Persian Gulf wave conditions. Journal of Marine Engineering. 2014;9(18):71-82. [Persian] [
Link]
16. Kudeih M, Cornett A, Nistor I. An experimental study of wave and current-induced forces on a compact linear array of vertical cylinders in shallow water. 32nd Conference on Coastal Engineering 2010. 30 June-5 July 2010, Shanghai, China. Red Hook: Curran Associates, Inc.; 2013. pp. 614-624. [
Link]
17. Chakrabarti S. Handbook of offshore engineering (2-volume set). Amsterdam: Elsevier; 2005. pp. 914-916. [
Link]
18. Dallyn P, El-Hamalawi A, Palmeri A, Knight R. Experimental testing of grouted connections for offshore substructures: A critical review. Structures. 2015;3:90-108. [
Link] [
DOI:10.1016/j.istruc.2015.03.005]
19. Chen T, Wang X, Yuan G, Liu J. Fatigue bending test on grouted connections for monopile offshore wind turbines. Marine Structures. 2018;60:52-71. [
Link] [
DOI:10.1016/j.marstruc.2018.03.005]
20. Stockard DM. Effects of pile-soil-water interaction on the dynamic response of a seismically excited dynamic response. 8th Annual Offshore Technology Conference, 1976 May 3-6, Houston, Texas. Houston: Offshore Technology Conference; 1976. [
Link] [
DOI:10.4043/2672-MS]
21. Golafshani AA, Gholizad A. Friction damper for vibration control in offshore steel jacket platforms. Journal of Constructional Steel Research. 2009;65(1):180-187. [
Link] [
DOI:10.1016/j.jcsr.2008.07.008]
22. ANSYS. Mechanical apdl 15 manual. Version 15 [Software]. 2015 [Unknown cited]. Available from: Not Found [
Link]
23. Fenton JD. A fifth- order stokes theory for steady waves. Journal of Waterway, Port, Coastal, and Ocean Engineering. 1985;111(2): 216-234. [
Link] [
DOI:10.1061/(ASCE)0733-950X(1985)111:2(216)]
24. Skjelbreia L, Hendrickson J. Fifth order gravity wave theory. The 7th Conference on Coastal Engineering, 1960, The Hague, Netherlands. Unknown city: Unknown Publisher; 1960. pp. 184-196. [
Link]