Cuomo G, Allsop W, Bruce T. Breaking wave loads at vertical seawalls and breakwaters [J]. Coastal Engineering, 2010, 57 (4): 424―439.
[2]
郝双户, 董国海, 宗智. 圆环在波浪作用下的非线性流固耦合分析[J]. 工程力学, 2007, 24(7): 53―58. Hao Shuanghu, Dong Guohai, Zong Zhi. A nonlinear fluid-structure analysis of rings subjected to water waves [J]. Engineering Mechanics, 2007, 24(7): 53―58. (in Chinese)
[3]
李增志, 别社安, 任增金. 抛石防波堤堤内波浪运动的数值模拟[J]. 工程力学, 2008, 25(增刊I): 54―57. Li Zengzhi, Bie Shean, Ren Zengjin. Numerical simulation on wave motion in rubble-mound breakwater [J]. Engineering Mechanics, 2008, 25 (Suppl I): 54-57. (in Chinese)
[4]
罗洵, 马玉祥. 聚焦波浪在潜堤上传播变形的数值模拟[J]. 工程力学, 2013, 30(4): 466―471. Luo Xun, Ma Yuxiang. Numerical model for focused wave transformation over a submerged bar [J]. Engineering Mechanics, 2013, 30(4): 466―471. (in Chinese)
[5]
程友良, 薛伟朋, 郭飞. 椭圆余弦内波及其对墩柱作用数值模拟[J]. 海洋工程, 2013, 31(1): 61―66. Cheng Youliang, Xue Weipeng, Guo Fei. Numerical simulation of internal cnoidal waves and their actions on piers [J]. The Ocean Engineering, 2013, 31(1): 61―66. (in Chinese)
[6]
Hur D S, Mizutani N. Numerical estimation of the wave forces acting on a three dimensional body on submerged breakwater [J]. Coastal Engineering, 2003, 47(3): 329―345.
[7]
Losada I J, Lara J L, Guanche R. Numerical analysis of wave overtopping of rubble mound breakwaters [J]. Coastal Engineering, 2008, 55(1): 47―62.
[8]
Hsiao S, Lin T. Tsunami-like solitary waves impinging and overtopping an impermeable seawall: Experiment and RANS modeling [J]. Coastal Engineering, 2010, 57(1): 1―18.
[9]
Guanche R, Losada I J, Lara J L. Numerical analysis of wave loads for coastal structure stability [J]. Coastal Engineering, 2009, 56(5/6): 543―558.
[10]
王文全, 闫姸, 张立翔, 张承磊. 一种基于压力泊松方程的流体结构紧耦合算法[J]. 工程力学, 2012, 29(3): 9―15. Wang Wenquan, Yan Yan, Zhang Lixiang, Zhang Chenglei. A monolithic fluid-structure interaction approach based on the pressure Poisson equation [J]. Engineering Mechanics, 2012, 29(3): 9―15. (in Chinese)
[11]
Zhang A, Suzuki k. A comparative study of numerical simulations for fluid-structure interaction of liquid-filled tank during ship collision [J]. Ocean Engineering, 2007, 34(5/6): 645―652.
[12]
黄维平, 刘娟, 王爱群. 基于实验的圆柱体流固耦合升力谱模型研究[J]. 工程力学, 2012, 29(2): 192―196. Huang Weiping, Liu Juan, Wang Aiqun. A spectrum model of the lift force on a cylinder with fluid-structure interaction based on experiment [J]. Engineering Mechanics, 2012, 29(2): 192―196. (in Chinese)
[13]
周知进, 杨智, 王钊, 阳宁, 左明健. 外部液动力作用下管道输送流固耦合应力分析[J]. 工程力学, 2013, 30(12): 242―247. Zhou Zhijin, Yang Zhi, Wang Zhao, Yang Ning, Zuo Mingjian. Stress analysis on fluid-solid coupling effects for vertical lifting pipe [J]. Engineering Mechanics, 2013, 30(12): 242―247. (in Chinese)
[14]
Zhu F, Zhu W H, Fan J, Fang B, et al. Modeling and analysis of numerical wave tank based on the ALE algorithm[C]// Proceedings of 2012 International Conference on Modelling, Identification and Control, Modelling, Identification & Control, Piscataway NJ, USA, IEEE Piscataway, NJ, 2012: 673―678.
[15]
Yang C, Lu H D, Löhner R. On the simulation of highly nonlinear wave-breakwater interactions[C]// Proceedings of the 9th International Conference on Hydrodynamics. Journal of Hydrodynamics, Series B, 2010, 22(5): 975―981.
[16]
张雄, 陆明万, 王建军. 任意拉格朗日-欧拉描述法研究进展[J]. 计算力学学报, 1997, 14(1): 91―102. Zhang Xiong, Lu Mingwan, Wang Jianjun. Research progress in arbitrary Lagrangian-Eulerian method [J]. Chinese Journal of Computational Mechanics, 1997, 14(1): 91―102. (in Chinese)
[17]
Rafiee A, Thiagarajan K P. An SPH projection method for simulating fluid-hypoelastic structure interaction [J]. Computer Methods in Applied Mechanics and Engineering, 2009, 198(33/34/35/36): 2785―2795.
[18]
Sriram V, Ma Q W. Improved MLPG_R method for simulating 2D interaction between violent waves and elastic structures [J]. Journal of Computational Physics, 2012, 231(22): 7650―7670.
