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1.
1 .IntroductionThepenetratingbucketandboxfoundationisanewtypeofstructure ,whichhasbeenappliedinmanyengineeringfields .Inviewofthehighconstructioncostandtheformidableconstructibilityofoff shoreplatformswithpiledfoundations ,Baerheimetal.(1 990 )proposedtheconc…  相似文献   

2.
StudyoffinestructureoftemperatureintheequatorialwesternPacificOceanwithwavelettransformJiangMingshun1andZhangAijun(ReceivedJu...  相似文献   

3.
Ultrastructurestudyofthediatom──Ⅱ.Synedra,Cyclophora,Plagiogramma,Opephora,FragilariaandPseudostaurosira¥LiuShicheng(Received...  相似文献   

4.
Wave motions around different submerged structures   总被引:2,自引:1,他引:1  
WavemotionsarounddifferentsubmergedstructuresGaoXueping,InouchiKunimitsu,KakinumaTadao(ReceivedAugust11,1997;acceptedOctober2...  相似文献   

5.
TheeffectsofimmobilizationonphysiologyandultrastructureofunicellularalgaPlatymonassubcordiformis¥ZhangXuecheng;WuXiaonanandLi...  相似文献   

6.
A preliminary study on microtextures,structures and mineralizing processes of hydrothermal chimneys in Mariana TroughZhangDey...  相似文献   

7.
Theresearchontheremotesensing'sinformationtreemodeloftheNanshacoralisletsandreef'sspatialstructure¥LiuBaoyin;WangYanfengandHa...  相似文献   

8.
AstudyonbenthiccommunitystructureinwestoftheTaiwanStraitandneartheTaiwanShoals¥WuQiquan;JiangJinxiang;XuHuizhou;CaiErxiandLin...  相似文献   

9.
1 .IntroductionTheappraisalofagooddesignforaverylargefloatingstructure(VLFS)thatwillserveinaspeci fiedoceanarearequiresthatthestructuralsystembeeconomicallydesigned ,therequirementsforitsfunctionbesatisfiedandthestructurekeepsstableinitswholeserviceperio…  相似文献   

10.
Effect of air-sea temperature difference on the momentum exchange between air and sea for fetch-limited casesChengZhanandWuSh...  相似文献   

11.
结合某大圆筒结构工程,对大圆筒结构稳定性分析中的各种计算方法进行了综合评述与讨论,尤其对大圆筒结构在波浪荷载作用下,各方法采用的受力计算模式及其计算结果进行了深入剖析,明确了一些概念性问题,有助于促进本课题的进一步发展。  相似文献   

12.
文章通过所建立的软粘土地基土体的循环累积变位分析模型,对大直径圆筒原型结构在波浪引起的水平向循环荷载作用下的基础稳定性进行研究,计算分析了简体随循环次数的变位状况和临界稳定状态时简体所受到的土压力分布以及临界稳定状态的判别参数c值。  相似文献   

13.
An Approach to Stability Analysis of Embedded Large-Diameter Cylinder Quay   总被引:6,自引:3,他引:3  
WANG  Yuanzhan 《中国海洋工程》2002,16(3):383-393
The large-diameter cylinder structure, which is made of large successive bottomless cylinders placed on foundation bed or partly driven into soil, is a recently developed retaining structure in China. It can be used in port, coastal and off-shore works. The method for stability analysis of the large-diameter cylinder structure, especially for stability analysis of the embedded large-diameter cylinder structure, is an important issue. In this paper, an idea is presented that is, em-bedded large-diameter cylinder quays can be divided into two types, i.e. the gravity wall type and the cylinder pile wall type. A method for stability analysis of the large-diameter cylinder quay of the cylinder pile wall type is developed and a method for stability analysis of the large-diameter cylinder quay of the gravity wall type is also proposed. The effect of sig-nificant parameters on the stability of the large-diameter cylinder quay of the cylinder pile wall type is investigated through numerical calculation.  相似文献   

14.
通过开展物理模型试验,进行不规则波作用下不同间距大直径圆筒防波堤的波峰压力分布规律研究,分析了圆筒相对间距、相对水深、波陡等主要影响因素对圆筒波压力的影响规律,并通过波压力试验值与各家理论公式计算值的比较,进行不同间距圆筒波压力的计算方法研究。基于直立墙结构和大尺度孤立墩柱结构波压力公式给出修正系数以及横向衰减函数的拟合公式,用以计算圆筒周身不同位置处的波压力,从而为工程设计和理论研究提供参考。  相似文献   

15.
在实际工程实验与研究中,根据最小二乘法估计理论,进行多元线性回归分析是一种常见的数据处理方法。大直径圆柱壳结构是近年来在港口海洋工程中出现的一种新型结构。在大直径圆柱壳结构波浪力实验的基础上,引入多元线性回归函数对作用在大直径圆柱壳结构上的波浪力及其弯矩的计算进行了分析,并尝试给出作用在该结构上的波浪荷载公式。  相似文献   

16.
1 .IntroductionWiththedevelopmentofexploitationofmarineresources ,theconstructionofoffshorestructuresdevelopsrapidly ,suchasmarineoilplatforms ,deep waterbreakwaters ,marinebridges ,largehar bors,etc .Thesestructureswillchangesurroundingwaveandcurrentconditionsandleadtolocalscourofseabed ,resultinginstructuraldamage .Therefore ,localscouraroundmarinestructuresaswellastheirprotectionhasdrawnmuchattentionfromrelativeengineeringfields .Manyscholarshaveconduct edtheoreticalanalysisandexperimentals…  相似文献   

17.
The analysis of the data of model tests of two large deep wharves and monographic experimental studies show that two aspects are to be improved so as to predict the wave uplift forces on the bottom of a circular cylinder. The first aspect is the uplift pressure distribution on the bottom, and the second is the correct determination of the phase for maximum horizontal wave forces. The second problem has been solved. Synthesizing the results of theoretical analysis and experiments, we suggest a diagram for the determination of the phase when the maximum horizontal wave force appears. On the basis-ef the diagram the simultaneous wave uplift forces can be obtained for the structural stability analysis.  相似文献   

18.
Large-scale interceptors constitute the main structure of offshore self-driven floating marine litter collection devices,and the structural stability of such interceptors under the action of waves directly influences the overall safety of the device.When the ratio of the diameter of a horizontal cylinder in such interceptors to the incident wavelength is larger than 0.25,the wave force can be calculated by using the diffraction theory,by considering the problem as that of the interaction between the waves and a partially immersed large-scale horizontal cylinder.In this study,an analytical approach to calculate the wave force on a partially immersed large-scale horizontal cylinder was formulated by using the stepwise approximation method.Physical model tests were conducted to investigate the effects of different factors(wave height,period,and immersion depth)on the wave force on a large-scale horizontal cylinder under conditions involving short-period waves.The results show that both horizontal and vertical wave forces on the cylinder increase as the wave height(immersion depth)increases in most cases.The vertical wave force decreases with the decrease of the period.For the horizontal wave force,it increases with the decrease of the period when the wavelength is larger than the diameter of the cylinder and decreases with the decrease of the period when the wavelength is smaller than the diameter of the cylinder.  相似文献   

19.
Fan  Xiang  Zhang  Jing-xin  Liu  Hua 《中国海洋工程》2019,33(5):601-607
The run-up on offshore structures induced by the steep regular wave is a highly nonlinear flow with a free surface.This article focuses on the investigation of the steep regular wave run-up on a single vertical cylinder by solving the Navier-Stokes equations. A numerical wave tank is established based on the open-source package to simulate the wave scattering induced by a vertical cylinder. The VOF method is applied to capture the large deformation and breaking of the free surface. The numerical model is validated by experimental results. The relative wave run-ups on the front face and the back face along the centerline of a cylinder are analyzed. The changes of the relative run-ups with the wave steepness, the relative diameter and the relative depth are studied. It is found that the relative run-ups on the front face and the back face of the cylinder depend mainly on the wave steepness and the relative diameter,while the dependence on the relative depth is weak. The empirical formulae are proposed to calculate the relative run-ups in terms of the wave steepness of incident regular waves and the relative diameter of a cylinder.  相似文献   

20.
波浪作用下大块石稳定性条件的研究,不仅是泥沙运动力学急待发展的内容之一,也是抛石工程合理化设计的重要问题。在收集大量国内外有关研究资料的基础上,分析了在波浪作用下大块石的受力状况,得出当大块石处于失稳临界状态时,其所受失稳应力与其自身有效容重和其当量直径乘积的比值是雷诺数、斯特鲁哈尔数及块石水下休止角的函数。为排除块石形状和块石间相互支撑形式不规则等干扰因素的影响,采用固定钢圈支撑孤立水泥砂球,在波浪槽中进行试验研究。根据试验资料,在斯特鲁哈尔数大于10的条件下,验证了当沙粒雷诺数达到105以后Shields曲线出现跳跃的事实。  相似文献   

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