Validation of a 2-D semi-coupled numerical model for fluid–structure–seabed interaction
暂无分享,去创建一个
Ren Wang | Dong-Sheng Jeng | Zhu Changqi | Jianhong Ye | D. Jeng | Jianhong Ye | Ren-Hong Wang | Zhu Changqi
[1] O. C. Zienkiewicz,et al. A unified set of single step algorithms part 3: The beta-m method, a generalization of the Newmark scheme , 1985 .
[2] Leopoldo Franco,et al. Vertical breakwaters: the Italian experience , 1994 .
[3] H. Sekiguchi,et al. Analysis of wave-induced liquefaction of sand beds , 2001 .
[4] Hajime Mase,et al. Wave-induced porewater pressures and effective stresses around breakwater , 1994 .
[5] Kuang-An Chang,et al. Numerical Modeling of Wave Interaction with Porous Structures , 2001 .
[6] M. Biot. General Theory of Three‐Dimensional Consolidation , 1941 .
[7] Hans Sellmeijer,et al. On the response of a poro-elastic bed to water waves , 1978, Journal of Fluid Mechanics.
[8] Pengzhi Lin,et al. A numerical study of breaking waves in the surf zone , 1998, Journal of Fluid Mechanics.
[9] Ching-Jer Huang,et al. Structural permeability effects on the interaction of a solitary wave and a submerged breakwater , 2003 .
[10] Nathan M. Newmark,et al. A Method of Computation for Structural Dynamics , 1959 .
[11] Y. Lan,et al. On waves propagating over poro-elastic seabed , 2002 .
[12] Bingyin Zhang,et al. Wave-induced seabed response analysis by radial point interpolation meshless method , 2004 .
[13] Norimi Mizutani,et al. Nonlinear Wave, Composite Breakwater, and Seabed Dynamic Interaction , 1999 .
[14] Dong-Soo Hur,et al. Numerical study on the interaction among a nonlinear wave, composite breakwater and sandy seabed , 2010 .
[15] M. Biot. Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range , 1956 .
[16] Shinji Sassa,et al. Wave-induced liquefaction of beds of sand in a centrifuge , 1999 .
[17] A. Chan. A unified finite element solution to static and dynamic problems of geomechanics , 1988 .
[18] Ching-Piao Tsai,et al. Effect of wave non‐linearity on the standing‐wave‐induced seabed response , 2000 .
[19] M. B. C. Ulker,et al. Wave-induced dynamic response and instability of seabed around caisson breakwater , 2010 .
[20] Dong-Soo Hur,et al. Simulation of the nonlinear dynamic interactions between waves, a submerged breakwater and the seabed , 2008 .
[21] Dong-Sheng Jeng,et al. Wave-induced soil response in a nearly saturated sea-bed of finite thickness , 1996 .
[22] O. Madsen,et al. Wave-induced pore pressures and effective stresses in a porous bed , 1978 .
[23] Ching-Piao Tsai. Wave-induced liquefaction potential in a porous seabed in front of a breakwater , 1995 .
[24] Andrew Palmer,et al. Experimental study of marine pipelines on unstable and liquefied seabed , 2003 .
[25] S. K. Kim,et al. Failure of a breakwater founded on a thick normally consolidated clay layer , 2006 .
[26] D. Jeng,et al. Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness , 1994 .
[27] Javier L. Lara,et al. RANS modelling applied to random wave interaction with submerged permeable structures , 2006 .
[28] Tadahiko Shiomi,et al. Practical Programming in Computational Geomechanics: With Special Reference to Earthquake Engineering , 1999 .
[29] P. Bradshaw,et al. Turbulence Models and Their Application in Hydraulics. By W. RODI. International Association for Hydraulic Research, Delft, 1980. Paperback US $15. , 1983, Journal of Fluid Mechanics.
[30] Norimi Mizutani,et al. Nonlinear regular wave, submerged breakwater and seabed dynamic interaction , 1998 .
[31] A. Chan,et al. Numerical modeling of wave-induced liquefaction around pipelines , 2006 .
[34] O. C. Zienkiewicz,et al. Generalized plasticity and the modelling of soil behaviour , 1990 .
[35] Dong-Sheng Jeng,et al. Wave-induced response of seabed: Various formulations and their applicability , 2009 .
[36] Songdong Shao,et al. Incompressible SPH flow model for wave interactions with porous media , 2010 .
[37] Pengzhi Lin,et al. Numerical study of solitary wave interaction with porous breakwaters , 2007 .
[38] S. Maeno,et al. VOF-FEM numerical model of submerged breakwater on permeable bottom , 2004 .
[39] Tsutomu Sakakiyama,et al. A numerical model for wave motions and turbulence flows in front of a composite breakwater , 2002 .
[40] Pengzhi Lin,et al. Internal Wave-Maker for Navier-Stokes Equations Models , 1999 .
[41] O. C. Zienkiewicz,et al. DRAINED, UNDRAINED, CONSOLIDATING AND DYNAMIC BEHAVIOUR ASSUMPTIONS IN SOILS , 1980 .
[42] Dong-Sheng Jeng,et al. Wave-induced pore pressure around a composite breakwater , 2001 .