Investigation of nonlinear wave-induced seabed response around mono-pile foundation-Reference-Cited by-同舟云学术

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Investigation of nonlinear wave-induced seabed response around mono-pile foundation

Published:2017-03 Issue: Volume:121 Page:197-211
ISSN:0378-3839
Container-title:Coastal Engineering
language:en
Short-container-title:Coastal Engineering

Author:

Lin Zaibin,Pokrajac Dubravka,Guo Yakun,Jeng Dong-sheng,Tang Tian,Rey Nick,Zheng Jinhai,Zhang Jisheng

Funder

Energy Technology Partnership

Wood Group Kenny

University of Aberdeen

National Science Fund for Distinguished Young Scholars

111 Project

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference63 articles.

1. Numerical simulation of fully nonlinear regular and focused wave diffraction around a vertical cylinder using domain decomposition;Bai;Appl. Ocean Res.,2007

2. Fully nonlinear simulation of wave interaction with fixed and floating flared structures;Bai;Ocean Eng.,2009

3. Drop impact onto a liquid layer of finite thickness: dynamics of the cavity evolution;Berberović;Phys. Rev. E,2009

4. General theory of three‐dimensional consolidation;Biot;J. Appl. Phys.,1941

5. Numerical study for wave-induced seabed response around offshore wind turbine foundation in donghai offshore wind farm, shanghai, china;Chang;Ocean Eng.,2014

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