| [1] | Oumeraci H. Review and analysis of vertical breakwater failures-lessons learned[J].Coastal Engineering,1994,22(1/2):3—30. doi:  10.1016/0378-3839(94)90046-9 | 
		
				| [2] | Franco L. Vertical breakwaters: the Italian experience[J].Coastal Engineering,1994,22(1/2):31—56. doi:  10.1016/0378-3839(94)90047-7 | 
		
				| [3] | Hitachi S.Case study of breakwater damages—Mutsu-Ogawara Port[A].Proc of Intl Workshop on Wave Barrieers in Deepwaters[C].Japan: Port and Harbor Research Institute, 1994,308—331. | 
		
				| [4] | Oumeraci H,Kortenhaus A. Analysis of the dynamic response of caisson breakwater[J].Coastal Engineering,1994,22(1/2):159—183. doi:  10.1016/0378-3839(94)90052-3 | 
		
				| [5] | Klammer P,Kortenhaus A,Oumeraci H. Wave impact loading of vertical face structures for dynamic stability analysis-prediction formulae[A].Proceedings of the 25th International Conference on Coastal Engineering[C].Orlando:Fla. Sept 2-6,1996,2534—2547. | 
		
				| [6] | Goda Y. Dynamic response of upright breakwater to impulsive force of breaking wave[J].Coastal Engineering,1994,22(1/2):135—158. doi:  10.1016/0378-3839(94)90051-5 | 
		
				| [7] | Takahashi S,Tanimoto K,Shimosako K. Dynamic responses and sliding of breakwater caisson against impulsive breaking wave forces[A].Proc of Intl Workshop on Wave Barrieers in Deepwaters[C].Japan: Port and Harbor Research Institute, 1994,362—401. | 
		
				| [8] | Takahashi S,Shimosako K,Uwabe T.Characteristics of the dynamic response of composite breakwater against impulsive breaking wave force[J].Report of Port and Harbor Research Institute,Japan:1994,33(22):59—86. | 
		
				| [9] | Wang Y Z,Chi L H,Pan H Z.Dynamic response behaviors of upright breakwaters under breaking wave impact[J].China Ocean Engineering,1996,10(3):343—352. | 
		
				| [10] | 王元战,迟丽华,龚薇.直立防波堤振动-滑移运动分析的模型和方法[J].海洋学报,1998,20(2):128—132. | 
		
				| [11] | WANG Yuan-zhan.Motion and stability of caisson breakwater under breaking wave impact[J].Canadian Journal of Civil Engineering,2001,28(6):960—968. doi:  10.1139/l01-040 | 
		
				| [12] | Hayashi T,Hattori M.Pressure of the breaker against a vertical wall[J].Coastal engineering in Japan, Japan Society of Civil Engineers,1958,1(1):25—37. | 
		
				| [13] | Kirkgoz M S. Shock pressure of breaking waves on vertical walls[J].Journal of Waterway, Port, Coastal and Ocean Engineering,ASCE,1982,108(1):81—95. | 
		
				| [14] | Chan E S,Cheong H F,Gin K Y H.Breaking-wave loads on vertical walls suspended above mean sea level[J].Journal of Waterway, Port, Coastal, and Ocean Engineering,1995,121(4):195—202. doi:  10.1061/(ASCE)0733-950X(1995)121:4(195) | 
		
				| [15] | Hitachi S,Arami,Yui T.Wave impact pressure on vertical walls under breaking waves of various types[J].Coastal Engineering,1994,22(1/2):79—114. doi:  10.1016/0378-3839(94)90049-3 | 
		
				| [16] | Hallam M G,Heaf N J,Wootton L R.Dynamics of marine Structures[R]. Report UR8, CIRIA Underwater Engineering Group, Construction Industry Research and Information Association, 6 Storey's Gate, London SW1p 3AU 1977. | 
		
				| [17] | Whitman R V.Soil-platform interaction[A].Proceedings of the 1st International Conference on Behaviour of Off-Shore Structure[C].Trondheim:Norway,1976,817—829. |