ANALYTICAL_SOLUTION

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Analytical Solution and Simplified Formula for Added Mass of Horizontal and Vertical Motions of Truncated Cylinders Under Earthquake Action
《China Ocean Engineering》2024年第1期54-67,共14页WANG Pi-guang LYU Si-yu QU Yang ZHAO Mi DU Xiu-li 
financially supported by the National Natural Science Foundation of China(Grant Nos.52078010 and 52101321);the National Key Research and Development Program of China(Grant No.2022YFC3004300).
This paper investigates the hydrodynamic characteristics of floating truncated cylinders undergoing horizontal and vertical motions due to earthquake excitations in the finite water depth.The governing equation of the...
关键词：EARTHQUAKE hydrodynamic pressure truncated cylinder added mass simplified formula 
Analytical Solution for the Transient Response of A Sloping Seabed Induced by A P-Wave Line Source
《China Ocean Engineering》2023年第6期1044-1054,共11页MA Rong SHAN Zhen-dong XIE Zhi-nan DONG Rui JING Li-ping 
financially supported by the National Key R&D Program of China (Grant No.2021YFC3100700);the National Natural Science Foundation of China (Grant Nos.U2039209 and 41874067);the Natural Science Foundation of Heilongjiang Province,China (Grant No.YQ2021D010)。
Many offshore marine structures are built on the seabed that are slightly or considerably sloping.To study the sloping seabed transient response during marine earthquakes,an analytical solution induced by a P-wave lin...
关键词：marine earthquake seismic wave head wave Scholte wave sloping seabed 
An Analytical Solution for Wave Transformation Over Axi-Symmetric Topography
《China Ocean Engineering》2019年第6期694-703,共10页CUONG San Sieu CHANG Jen-Yi TSAI Chia-Cheng CHOU Wan-Rong 
financially supported by the Ministry of Science and Technology of Taiwan,China(Grant No.MOST 107-2221-E-992)
The present study considers wave scattering phenomena around a cylindrical island mounted on a general axisymmetric topography or a general submerged truncated axi-symmetric shoal based on the mild-slope equation. The...
关键词：general axi-symmetric topography mild-slope equation submerged truncated shoal wave refraction wave diffraction 
An Analytical Solution for Nearshore Circulation Driven by Focused/Defocused Waves
《China Ocean Engineering》2019年第5期544-553,共10页DING Yu-mei SHI Fengyan 
financially supported by the Tianjin Municipal Science and Technology Commission(Grant No.19JCYBJC22000)
An offshore shoal or bar refracts ocean surface waves and causes wave focusing/defocusing on the adjacent beach. Wave focal patterns characterized by alongshore variations in wave height, wave angle, and breaking loca...
关键词：wave focusing and DEFOCUSING NEARSHORE CIRCULATION RIP CURRENT alongshore CURRENT analytical solution 
Ultimate Lateral Capacity of Rigid Pile in c–φ Soil被引量：3
《China Ocean Engineering》2018年第1期41-50,共10页ZHANG Wei-min 
financially supported by the National Natural Science Foundation of China(Grant No.51379132)
To date no analytical solution of the pile ultimate lateral capacity for the general c–φ soil has been obtained. In the present study, a new dimensionless embedded ratio was proposed and the analytical solutions of ...
关键词：pile ultimate lateral capacity dimensionless analytical solution c–φ soils hyperbolic function method 
Wave Interactions with Multiple Semi-Immersed Jarlan-Type Perforated Breakwaters被引量：5
《China Ocean Engineering》2017年第3期341-349,共9页Moussa S. ELBISY 
This study examines wave interactions with multiple semi-immersed Jarlan-type perforated breakwaters. A numerical model based on linear wave theory and an eigenfunction expansion method has been developed to study the...
关键词：Jarlan-type perforated breakwaters analytical solution eigenfimction least squares technique 
Interaction of Oblique Waves and A Rectangular Structure with An Opening Near A Vertical Wall被引量：1
《China Ocean Engineering》2017年第2期220-229,共10页ZHANG Hong-sheng ZHENG Bi-fang YANG Xiao-yan 
supported by the National Natural Science Foundation of China(Grant Nos.51079082 and 51679132);the Nature Science Foundation of Shanghai City(Grant No.14ZR1419600);the Research Innovation Projects of 2013 Shanghai Postgraduate(Grant No.20131129)
With the method of separation of variables and the eigenfunction expansion employed, an analytical solution is presented for the radiation and diffraction of a rectangular structure with an opening near a vertical wal...
关键词：wave radiation and diffraction rectangular structure OPENING oblique incidence vertical wall analytical solution hydrodynamic characteristics comparison 
An Analytical Solution for Dynamic Response of the Plate with Different Impedances Subjected to Underwater Explosion被引量：2
《China Ocean Engineering》2016年第3期329-342,共14页陈莹玉 姚熊亮 肖巍 
financially supported by the National Natural Science Foundation of China(Grant Nos.51279038,51509228,and 51479041)
In this paper, the transmitted part of the incident wave is considered to revise Taylor＇s solution, which is used to extend its application for analytical models to predict the response of the plate with different ma...
关键词：underwater explosion analytical solution different impedances dynamic response 
Analytical and Experimental Studies on Hydrodynamic Performance of Semi-Immersed Jarlan-Type Perforated Breakwaters被引量：4
《China Ocean Engineering》2015年第6期793-806,共14页刘勇 姚卓琳 李华军 
financially supported by the National Natural Science Foundation of China(Grant Nos.51322903 and 51279224);Program for New Century Excellent Talents in University(Grant No.NCET-13-0528)
The present study proposes a new semi-immersed Jarlan-type perforated breakwater including a perforated front wall, a solid rear wall, and a horizontal perforated plate connecting the lower tips of the two walls. An a...
关键词：semi-immersed breakwater analytical solution experimental test transmission coefficient reflection coefficient wave force 
A New Analytical Solution for Tide-Induced Groundwater Fluctuations in An Unconfined Aquifer with A Sloping Beach被引量：2
《China Ocean Engineering》2011年第3期479-494,共16页孔俊 宋志尧 辛沛 沈城吉 
supported by the National Natural Science Foundation of China (Grant No. 51009059);the Natural Science Foundation of Jiangsu Higher Education Institutions of China (Grant No. 09KJA170003);the Fundamental Research Funds for the Central Universities (Grant No. 2010B02914);the Special Commonweal Research Foundation of the Ministry of Water Conservancy (Grant No. 200901032);the Priority Academic Program Development of Jiangsu Higher Education Institutions
Deriving analytical solutions for tide-induced groundwater fluctuations in unconfined aquifers confronts two problems： （1） As the Boussinesq equation itself contains nonlinear terms, the ＂secular term＂ would be g...
关键词：TIDE GROUNDWATER analytical solution over-height perturbation method 
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