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排序方式: 共有459条查询结果,搜索用时 15 毫秒
451.
WANG Yanying ZHU Renchuan MIAO Jie
Professor School of Naval Architecture Marine Engineering Dalian University of Technology 《中国海洋工程》1999,(1)
—Analytical and numerical investigation is made of the source potential for floating structurewith forward speed in waves.A particular form is selected for numerical applications,where the double in-tegral of the Green function is transformed into the single one and the oscillation characteristics forintegrands in the specific computation domain are treated numerically.A comparison of calculated exam-p1es with published data is given and it shows that the numerical simulation is satisfactory and the accura-cy is adequate to engineering application. 相似文献
452.
ZHANG Rixiang XING Zhizhuang GUO Jianjiang
Associate Professor Dept. of Civil Engineering Dalian University of Technology Dalian P. R. China
Professor Dept. of Civil Engineering Dalian University of Technology Dalian P. R. China
Master Dept. of Civil Engineering Dalian University of Technology Dalian P. R. China 《中国海洋工程》1999,(4)
Based on hydrodynamic model tests,the relationship between relative hydrodynamic coefficientand cycle coefficient K_c is obtained by introducing the relative trench shape coefficient α_r;there is a goodrelation for the shallow trench.According to α_r of the designed trench shape and pre-chosen K_c,the reduc-tion coefficient and sheltering effect can be decided by the result provided in this paper. 相似文献
453.
PAN Shaohua XIAQiyi LIN Shiqing XU Lunhuan
Professor Dept. of Coastal Engineering College of Harbour Waterway Coastal Engineering Hohai University Nanjing P. R. China.
Senior Engineer Dept. of Coastal Engineering College of Harbour Waterway Coastal Engineering Hohai University Nanjing P. R. China.
Senior Engineer Fujian Province Ports Shipping Administration Bureau Fuzhou P. R. China. 《中国海洋工程》1999,(2)
Test studies on the wave pressure on a breakwater pier show that the influence of transmissivewave pressure on the outside wall of the breakwater pier is considerable,when the width of the pier is notvery large.The variations of transmissive wave pressure on the breakwater pier with different widths arecompared and the relationship is obtained between relative transmitting distance b/L and wave pressurereduction factor K,which may be used in the design of similar breakwater piers. 相似文献
454.
WEI Dong ZHANG Shengkun
Ph.D. Candidate School of Naval Architecture Ocean Engineering Shanghai Jiao Tong University Shanghai P. R. China
Professor School of Naval Architecture Ocean Engineering Shanghai Jiao Tong University Shanghai P. R. China 《中国海洋工程》1999,(3)
Stiffened Panels are important strength members in ship and offshore structures,A new methodbased on counterpropagation neural networks(CPN)is proposed in this paper to predict the ultimate compres-sive strength of stiffened panels.Compared with two-parametric polynomial,this method can take more pa-rameters into account and make more use of experimental data.Numerical study is carried out to verify thevalidation of this method.The new method may find wide application in practical design. 相似文献
455.
Wang Gang Li Zhen Chen Tieyun Ph. D. Marine Design Research Institute of China Shanghai Engineer Marine Design Research Institute of China Shanghai Professor Dept. of Naval Architecture Ocean Engineering Shanghai Jiao Tong University Shanghai 《中国海洋工程》1998,(1)
This paper concerns the dynamic plastic response of a circular plate resting on fluid subjectedto a uniformly distributed rectangular load pulse with finite deformation.It is assumed that the fluid isincompressible and inviscous,and the plate is made of rigid-plastic material and simply supported along itsedge.By using the method of the Hankel integral transformation,the nonuniform fluid resistance is de-rived as the plate and the fluid is coupled.Finally,an analytic solution for a circular plate under a mediumload is obtained according to the equations of motion of the plate with finite deformation. 相似文献
456.
Miao Guoping Yao Meiwang Zhang Chengyi Ji Chunqun
Professor School of Naval Architecture Ocean Engineering Shanghai Jiao Tong University Shanghai Senior Engineer School of Naval Architecture Ocean Engineering Shanghai Jiao Tong University Shanghai Engineer School of Naval Architecture Ocean Engineering Shanghai Jiao Tong University Shanghai 《中国海洋工程》1998,(1)
Overall wave loading and local hydrodynamic pressure distributions on a platform mat in reg-ular waves for shallow waters are experimentally investigated in order to examine the severity of thenonlinear effects and shallow water effects.Wave focusing phenomenon is observed in the tests.The meas-ured results may also provide a comparison basis for the theoretical development to consider the nonlinearinteraction between waves and viscous flow by introducing viscosity into wave theories. 相似文献
457.
PAN Junning WANG Hongchuan YAO Guoquan Graduate Student River Harbour Department Nanjing Hydraulic Research Institute Nanjing P. R. China.Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing P. R. China. Professor River Harbour Department Nanjing Hydarulic Research Institute Nanjing P. R. China. 《中国海洋工程》1998,(2)
-In this paper a simple and efficient implicit finite-difference scheme is used for depth-averagedtwo-dimensional storm surge model.This finite-difference scheme is simpler and more efficient than the wi-dely-used ADI scheme.Accuracy analysis and stability analysis indicate that the scheme has two-order ac-curacy and is unconditionally stable when the grid size is constant.The present analysis results show thatthe scheme is of higher numerical accuracy than that introduced by Maa(1990).After tested by ideal mod-els,a calculation example of a real typhoon surge is carried out,the results of the numerical simulation co-incide well with the observed data and the accuracy is sufficient for engineering applications. 相似文献
458.
Philip L.-F.LIU 《中国海洋工程》1998,(2)
The nonlinear capillary-gravity wave produced by a vertically oscillating plate,in which thecontact-angle model is considered,is studied by use of the Boundary Integral Equation Method(BIEM).The present numerical experiment shows that the code is robust and efficient for modeling the generationand propagation of capillary-gravity waves.It is found that the wave heights of stationary periodicnonlinear waves radiated away from the plate are dependent on the parameters involved in the contact-an-gle model.The effect of the contact-angle hysteresis and the nonlinearity of capillary-gravity waves on thewave profile is discussed in the paper. 相似文献
459.
Abdeldjabar Brihmat Hocine Mahcene Djamel Bechki Hamza Bouguettaia Abderrahmane Khechekhouche Slimane Boughali 《洁净——土壤、空气、水》2023,51(2):2200384
Currently, solar distillation systems are used to contribute to solving the fresh water supply deficiency problem in some desert and rural areas. The present outdoor experimental work aims to improve the energy performance of a solar still installed in a semi-arid region. Experiments are performed using three solar distillers (a reference system, a distiller with date kernels, and one with olive kernels). The integration effect of two kernel types date and olive with different concentrations in the range of 300–600 g kernels per 5 L on the hourly and cumulus water production, and thermal and exergy efficiencies are analyzed. The results show that, for the same kernel mass concentration, the system with olive kernel is more effective than that with date kernels; moreover, compared to the reference system, cumulus water production of these systems at a mass concentration of 500 g kernels per 5 L is higher by ≈226% and 176%, respectively. At a concentration of 500 g kernels per 5 L, the average daily thermal efficiency of the solar still with olive kernels and that with date kernels is 38.01% and 30.7%, respectively, and their daily average exergy efficiency is 8.4% and 3.1%, respectively. 相似文献