参考文献

参考文献

［1］竺艳蓉.海洋工程波浪力学［M］.天津：天津大学出版社，1991.

［2］邱大洪.工程水文学［M］.北京：人民交通出版社，1999.

［3］李远林.波浪理论及波浪载荷［M］.广州：华南理工大学出版社，1994.

［4］王树清，梁丙臣.海洋工程波浪力学［M］.青岛：中国海洋大学出版社，2013.

［5］Munk W H.The solitary wave theory and its application to surf problems,ocean surface waves［C］//Annals of the New York Academy of Sciences,1949,51(3):376-424.

［6］McCowan J.On the solitary wave［J］.Philosophical Magazine,1891,32:45-58.

［7］Dean R.G.Stream function representation of nonlinear ocean waves［J］.Journal of Geophysical Research,1965,70(18):4561-4572.

［8］刘书攻，李彦彬，韩洁芬.非线性流函数波浪理论的求解［J］.海洋与湖沼，1984，15（2）：146-155.

［9］Fenton,J.D.The numerical solution of steady water wave problems［J］.Computers&Geosciences,1988,14(3):357-368.

［10］Det Norske Veritas.DNV—OS—J101 Design offshore wind turbine structure［S］.Norway,2014.

［11］Dean R G.Relative validities of water wavetheories［J］.Gainesville:Journal of the Waterways,Harbors and Coastal Engineering Division,1970,96(1):105-119.

［12］Komar P D.Beach processes and sedimentation［J］.Prentice-Hall:Englewood Cliffs,New Jersey,1976,429-430.

［13］美国海岸工程研究中心.海滨防护手册［M］.梁其荀，方矩，译.北京：海洋出版社，1988.

［14］合田良实.港工建筑物的防浪设计［M］.北京：海洋出版社，1983.

［15］李玉成，滕斌.波浪对海上建筑物的作用［M］.2版.北京：海洋出版社，2002.

［16］Nelsen R.C.Wave heights in depth limited condition［J］.Civil Engineering Trans.,Inst.Engrs.Aust.,1983,CE27(2):210-215.

［17］Nelsen R.C.Design wave height on very mild slope—an experimental study［J］.Civil Engineering Trans.,Inst.Engrs.Aust.,1987,CE29(3):157-161.

［18］蒋德才，刘百桥，韩树宗.工程环境海洋学［M］.北京：海洋出版社，2005.

［19］Germanischer.Lloyd WindEnergie GmbH.Guideline for the Certification of Offshore Wind Turbines(GL 2012)［S］.Uetersen:Heydorn Druckerei und Verlag,2012.

［20］American Petroleum Institute.Recommended practice for planning,designing,and constructing fixed offshore platforms-working stress design(RP-2A-WSD)［S］.Washington:Petroleum Industry Press,2014.