[1]李永超.台风状态下码头系泊安全问题研究[D].上海:上海交通大学,2011.
LI Yong-chao.Study on the security of mooring ship under typhoon state[D].Shanghai:Shanghai Jiaotong University, 2011.(in Chinese)
[2]李臻,杨启,宗贤骅,等.巨型船舶大风浪中系泊模型试验研究[J].船舶工程,2003,25(6):5-8.
LI Zhen, YANG Qi, ZONG Xian-hua, et al.Model experiment study of gigantic ship moored in the big wind and wave[J].Ship Engineering,2003,25(6):5-8.(in Chinese)
[3]孟祥玮,高学平,张文忠,等.波浪作用下船舶系缆力的计算方法[J].天津大学学报,2011,44(7):593-596.
MENG Xiang-wei,GAO Xue-ping,ZHANG Wen-zhong,et al.A calculation method of mooring force induced by waves[J].Journal of Tianjin University,2011,44(7):593-596.(in Chinese)
[4]PEÑA E,FERRERAS J,SANCHEZ-TEMBLEQUE F. Experimental study on wave transmission coefficient, mooring lines and module connector forces with different designs of floating

breakwaters[J].Ocean Engineering,2011,38(10):1150-1160.
[5]ROSA-SANTOS P,TAVEIRA-PINTO F,  VELOSO-GOMES F. Experimental evaluation of the tension mooring effect on the response of moored ships[J].Coastal Engineering,2014,85:60-71.
[6]黄志,翁跃宗,熊振南.液化天然气专用码头系泊安全操作仿真研究[J].中国航海,2006,29(4):66-69.
HUANG Zhi,WENG Yue-zong,XIONG Zhen-nan. Simulation research on safety operation of ship mooring alongside special LNG quays[J].Navigation of China,2006,29(4):66-69.(in Chinese)
[7]温过路.大型船舶系缆力影响因素的试验研究[D].大连:大连理工大学,2006.
WEN Guo-lu.Experimental study on influencing factors of mooring line force for large ships[D].Dalian:Dalian University of Technology,2006.(in Chinese)
[8]ANSYS Inc.AQWA reference manual[EB/OL].[2015-05-06]. https://cyberships.files.wordpress.com/2014/01/aqwa_ref.pdf.
[9]SHASHIKALA A P,SUNDARAVADIVELU R,GANAPATHY C.Dynamics of a moored barge under regular and random waves[J].Ocean Engineering, 1997,24(5):401-430.
[10]马小剑.开敞式码头系泊船运动响应及缆绳张力研究[D].大连:大连理工大学,2012.
MA Xiao-jian.MotionResponses of a moored ship and mooring line force in open pier[D].Dalian:Dalian University of Technology,2012.(in Chinese)
[11]Det Norske Veritas(DNV).Recommended practice dnv-rp-c205 environmental conditions and environmental loads[EB/OL].(2011-06-03)[2015-05-06].http://www.docin.com/p-213964584.html.
[12]黄世昌,赵鑫,娄海峰,等.浙江沿海超强台风作用下的台风浪波高[J].海洋通报,2012,31(4):369-376.
HUANG Shi-chang,ZHAO Xin,LOU Hai-feng,et al. Typhoon-generated wave height due to the super typhoon in the coastal region of Zhejiang province[J].Marine Science Bulletin,2012,31(4):369-376.(in Chinese)
[13]HASSELMANN K,BARNETT T P,BOUWS E,et al. Measurements of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP)[R].Hamburg,Germany:Deutsche Hydrographisches Institut,1973.
[14]OCHI M K,HUBBLE N E.On six-parameter wave spectra[C]//Proceedings of 15th Conference on Coastal Engineering.New York,NY:ASCE,1976:301-328.
[15]MOLIN B.Hydrodynamique des structures offshore[M].Paris,France:Technip Press,2002:237-239.(in French)
[16]FALTINSEN O M.Sea loads on ships and offshore Structure[M].Cambridge,UK:Cambridge University Press,1993:187-190.
[17]BARLTROP N D P.Floating structures: a guide for design and analysis[M].Ledbury,UK:Oilfield Publications Limited(OPL),1998.
[18]FALTINSEN O M.Sea loads on ships and offshore structure[M].Cambridge,UK:Cambridge University Press,1993:257-270.
[19]张素侠.深海系泊系统松弛-张紧过程缆绳的冲击张力研究[D].天津:天津大学,2008.
ZHANG Su-xia.Study on snap tension of taut-slack mooring lines in deep water[D].Tianjin:Tianjin University,2008.(in Chinese)
[20]李孝展.鼓型橡胶护舷防冲板的有限元分析[D].大连:大连理工大学,2011.
LI Xiao-zhan. The finite element analysis for the board of cell rubber fender[D].Dalian:Dalian University of Technology, 2011.(in Chinese)
[21]于小伟.近岸水域非线性波传播的数值模拟[D].上海:上海交通大学,2009.
YU Xiao-wei.Numerical simulation of nonlinear wave in coastal regions[D].Shanghai:Shanghai Jiaotong University, 2009.(in Chinese)
[22]姜云鹏.港口及海岸工程设计波浪及相应极端荷载分析理论及方法研究[D].青岛:中国海洋大学,2007.
JIANG Yun-peng.Theory & application of design waves and corresponding extreme loads for port and coastal engineering[D].Qingdao:Ocean University of China,2007.(in Chinese)