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1.
船舶随浪运动稳性仿真计算   总被引:2,自引:0,他引:2  
本文利用Liapunov理论,研究了船舶在规则波浪运动的稳性;利用摄动理论,求解出船舶运动响应;并讨论了船舶横摇与垂荡运动频率、最大横摇角和波浪要素对稳性曲线GZ的影响,以及流体动压力对稳性曲线的修正,从而给计算船舶在随浪中的稳性提供了一种方法。  相似文献   

2.
参数激励横摇是第二代稳性衡准的重要研究内容,本文基于此研究了随机斜浪中船舶在参-强激励下的横摇运动。将随机海浪波面升高处理为窄带随机过程,使其分解为两个互不相关的随机过程,从而简化了随机波面函数的表达形式。基于切片法数值求解复原力臂函数,并用解析表达式进行拟合。建立了船舶参-强激励横摇运动方程,以C11型集装箱船为例,分别应用解析方法(能量包线随机平均法)和数值方法(蒙特卡洛法)求解了顶浪150°时横摇响应的概率密度函数。通过对两种方法得到的计算结果进行对比,验证了解析方法和数值方法的正确性。最后,对横摇响应概率进行敏感性分析,研究了特征波长对横摇响应概率的影响。  相似文献   

3.
船舶随浪运动隐性仿真计算   总被引:3,自引:0,他引:3  
林焰  邢殿录 《海洋工程》1994,12(3):30-41
本文利用Liapunov理论,研究了船舶在规划波良运动的稳性;利用摄动理论,求解出船舶运动响应;并讨论了船舶横摇与垂荡运动频率、最大横摇角和波浪要素对稳性曲线GZ的影响,以及流体动压力对稳性曲线的修正,从而给计算船舶在随浪中的稳性提供了一种。方法。  相似文献   

4.
随着船舶大型化和港口建设深水化发展,外海不同周期波浪作用下大型系泊船泊稳问题与小型系泊船相比出现了新的特点。为此,利用数值模型方法研究了在不同入射角度和周期的涌浪作用下港内大型系泊船的水动力响应,针对系泊船的泊稳情况探讨了船舶的运动规律和运动特性。研究发现,在涌浪周期较大的情况下,限定波高的泊稳标准不足以用来确定系泊船的正常作业条件,港内泊船的水平运动(纵荡、横荡和艏摇)极易超出运动标准值并影响装卸作业效率,并且船舶的水平运动表现出主要由次重力波主导的低频运动特性,而垂直运动(垂荡、横摇和纵摇)表现出主要由短波主导的波频运动特性。  相似文献   

5.
首先应用三维势流理论及时域模拟计算方法,对我国第一艘深水起重铺管船的铺管、起重状态的运动进行模拟,然后将计算结果与模型试验的结果进行比较分析。结果发现该船的横摇偏大,建议加减摇措施;起重状态时,起吊点高度和吊索长度对船的横摇和吊钩的运动有较大影响。这些结果为起重铺管船的生产应用等提供一定的技术依据。  相似文献   

6.
第五讲 船舶运动性能是优选航线的重要依据   总被引:1,自引:0,他引:1  
前面已经谈到,海洋水文气象条件是航行安全和经济航运的重要保证。在海洋环境中,船会遇到风、浪、流引起的阻力,也会发生遥摆砰击,结果往往导致航行失速、结构损伤,甚至造成严重的海难。而且,不同类型的船,即使在相同的海况条件下,呈现的运动状态也很不相同,所以在优选航线过程中不能忽视船舶本身的运动性能。 船的摇摆和砰击 船的摇摆包含6个方面的自由度: 1.横摇──围绕船的纵轴(由船头至船尾方向)所作的运动; 2.纵摇──围绕船的横轴所作的运动; 3.垂荡──船在垂直方向上的运动; 4.偏航──船体围绕垂直轴向的运动; 5.横飘──船体侧向运动。 6.前冲──船体纵向运动。 船的摇摆运动可用波动定律来描述,类似复合摆的运动,由简谐分析求得横摇和纵摇的  相似文献   

7.
海洋资料浮标在系留或漂流过程中要经受风、浪、流等复杂多变的环境因素的影响,海洋浮标体的稳性及倾覆问题值得重视。本文对底部悬挂重块的某一小型浮标进行了稳性计算,并对该浮标在倾覆翻倒(底朝天)情况下的自行“复正”问题进行了分析,提出了重块的大小及重块距浮标底部距离对浮标体自行“复正”的影响曲线,为今后设计这一类浮标提供了计算分析的方法。计算方法得到了模型试验的证实.  相似文献   

8.
坐底式平台沉浮稳性研究与计算   总被引:3,自引:0,他引:3  
坐底式平台的沉浮稳性与它的作业性能密切相关。随着平台作业水深的不断加大,现有平台的沉浮稳性为操作者、设计者及船检部门所重视。文中分析了现有规范对沉浮稳性的衡准,介绍了计算沉浮稳性的程序框图及计算实例。对提高沉浮作业工况的安全性,给出了一些建议,供平台设计和操作者参考。  相似文献   

9.
为明确高海况下海况等级对无人水下航行器横摇运动的影响,得出满足某型无人水下航行器安全回收的海况条件,对高海况下无人水下航行器的横摇运动进行分析。运用频率响应法,分别在4级、5级和6级海况下,根据海浪谱密度函数和该型航行器的横摇频率响应函数,求得其横摇运动谱密度函数。再运用公式推导,得到其横摇运动的时域函数。使用MATLAB仿真软件对该型航行器进行横摇运动仿真,得到3种海况条件下,其横摇运动的时域函数图像,并验证仿真结果的准确性。仿真结论:高海况下的海况等级对无人水下航行器的横摇幅度有较大影响,满足其安全回收的海况条件为5级海况。  相似文献   

10.
沉垫支承自升式钻井平台在漂浮状态下的稳性   总被引:2,自引:0,他引:2  
根据沉垫支承自升式钻井平台的船型特征,本文讨论该类平台在漂浮状态下的几个稳性问题;任意风向风力作用下的完整稳性;在升降过程中沉垫与上船体的间隙的变化对平台稳性的影响;沉垫的存在对平台在波浪中的运动与稳性的影响。此外,还对若干与稳性衡准有关的问题进行了讨论。所得结果有助于设计者改善该类平台的稳性,有助于制订该类平台合理的操作指南,提高平台的使用安全性。  相似文献   

11.
Hu  Li-fen  Zhang  Ke-zheng  Li  Xiao-ying  Chang  Run-xin 《中国海洋工程》2019,33(2):245-251
The International Maritime Organization has developed the second-generation intact stability criteria. Thus, damage stability criteria can be established in the future. In order to identity the capsizing probability of damaged ship under dead ship condition, this paper investigates two methods that can be used to research the capsizing probability in time domain, which mainly focus on the nonlinear righting lever GZ curve solution. One method subjects the influence of damaged tanks on the hull shape down to the wind and wave, and the other method is consistent with the real-time calculation of the GZ curve. On the basis of one degree of freedom rolling equation, the solution is Monte Carlo method, and a damaged fishery bureau vessel is taken as a sample ship. In addition, the results of the time-domain capsizing probability under different loading conditions are compared and analyzed. The relation of GM and heeling angle with the capsizing probability is investigated, and its possible reason is analyzed. On the basis of combining the time-domain flooding process with the capsizing probability calculation, this research aims to lay the foundation for the study of capsizing probability in time domain under dead ship condition, as well as provide technical support for capsizing mechanism of dead ship stability and damage stability criteria establishment in waves.  相似文献   

12.
The purpose of this paper is to analyze the nonlinear ship roll motion equation and the main parameters that induce ship capsizing in beam seas, estimate the survival probability of a ferry in random seas and to find out a risk assessment method for the ship’s intact stability. A single degree of freedom (1-DOF) dynamic system of ship rolling in beam seas is investigated and the nonlinear differential equation is solved in the time domain by the fourth order Runge-Kutta algorithm. The survival probability of a ferry in beam seas is investigated using the theory of “safe basin”. The survival probability is calculated by estimating erosion of “safe basin” during ship rolling motion by Monte Carlo simulations. From the results it can be concluded that the survival probability of a ship in beam sea condition can be predicted by combining Monte Carlo simulations and the theory of “safe basin”.  相似文献   

13.
Considering the actual seaway condition, stability and capsizing of nonlinear ship rolling system in stochastic beam seas is of significant importance for voyage safety. Safe zone are defined in the phase space plan of the unperturbed Hamilton system to qualitatively distinguish ship motions as capsize and noncapsize. Capsize events are defined by solutions passing out of the safe zone. The probability of such an occurrence is studied by virtue of the random Melnikov function and the concept of phase space flux. In this paper, besides conventional wave excitation, the effect of wind load is also taken into account. The introduction of wind load will lead to asymmetry, in other words, it transforms the symmetric heteroclinic orbits into asymmetric homoclinic orbits. For asymmetric dynamical system, the orbital analytic solutions and its power spectrum are not readily available, and the technique of discrete time Fourier transformation (DTFT) is used. In the end, as verification of theoretical critical significant wave height, capsizing probability contour diagram is generated by means of numerical simulation. The contour diagram shows that these analytical methods provide reliable and predictive results about the likelihood of a vessel capsizing in a given seaway condition.  相似文献   

14.
3-D geometric modeler for rapid ship safety assessment   总被引:1,自引:0,他引:1  
CAD systems are used broadly in the shipbuilding industry. CAD systems for naval architecture are a useful tool for hull form, internal arrangement and the structural design of ships. These systems require high precision and expertise for efficient use. Therefore, these systems are not appropriate in supporting emergency responses, which require rapid modeling even if it generates some errors.This paper describes a geometric modeler for rapid ship safety assessment. The modeler is developed based on the 3-D geometric modeling kernel ACIS. The definition of hull form, internal arrangement and major longitudinal structural members is a fundamental function of the modeler. The developed modeler is interfaced with other applications used for ship safety assessment such as hydrostatic calculation, ship motion analysis in wave condition, longitudinal strength analysis and so on. In addition, it can generate a new ship model by making variations in a previously defined ship model.  相似文献   

15.
It is very common that a submarine pipeline has to pass through a ship mooring area near a harbor zone in the Bohai Bay, China. The risk assessment of accidental events induced by the potential anchoring ships is carried out, which will lead to external interference with the pipeline. A procedure to calculate the probability for the anchoring activity in the ship mooring area to damage the underlying pipeline is proposed. The adopted methodology is based on the recommendations suggested by the DNV Codes. The same philosophy is also applied to estimate the damage probability that is concerned with sinking ships.  相似文献   

16.
大型集装箱船(LCS)具有较大的甲板开口,抗扭刚度非常低。在恶劣海况下航行时,大型集装箱船可能会遭遇斜浪的作用,此时船体将受到三向载荷的联合作用,水平波浪弯矩和扭转波浪弯矩可能会接近甚至超过垂向波浪弯矩,船体可能因发生组合变形而破坏。因此有必要研究大型集装箱船在三向载荷联合作用下的结构可靠性。在研究三向载荷联合作用下各维度极限强度的相互关系的基础上,提出了大型集装箱船的极限承载能力的可靠性评估方法,并对目标船在各浪向角下的结构可靠性进行评估。结果表明:目标船在0°浪向角下的失效概率最高;考虑水平波浪弯矩影响后目标船的结构可靠性有所降低;扭转波浪弯矩对目标船船中剖面的结构可靠性影响较小。  相似文献   

17.
Available safety egress time under ship fire(SFAT) is critical to ship fire safety assessment,design and emergency rescue.Although it is available to determine SFAT by using fire models such as the two-zone fire model CFAST and the field model FDS,none of these models can address the uncertainties involved in the input parameters.To solve this problem,current study presents a framework of uncertainty analysis for SFAT.Firstly,a deterministic model estimating SFAT is built.The uncertainties of the input parameters are regarded as random variables with the given probability distribution functions.Subsequently,the deterministic SFAT model is employed to couple with a Monte Carlo sampling method to investigate the uncertainties of the SFAT.The Spearman’s rank-order correlation coefficient(SRCC) is used to examine the sensitivity of each input uncertainty parameter on SFAT.To illustrate the proposed approach in detail,a case study is performed.Based on the proposed approach,probability density function and cumulative density function of SFAT are obtained.Furthermore,sensitivity analysis with regard to SFAT is also conducted.The results give a high-negative correlation of SFAT and the fire growth coefficient whereas the effect of other parameters is so weak that they can be neglected.  相似文献   

18.
The current study area is coastal zone of Cuddalore, Pondicherry and Villupuram districts of the Tamil Nadu along the southeast coast of India. This area is experiencing threat from many disasters such as storm, cyclone, flood, tsunami and erosion. This was one of the worst affected area during 2004 Indian Ocean tsunami and during 2008 Nisha cyclone. The multi-hazard vulnerability maps prepared here are a blended and combined overlay of multiple hazards those affecting the coastal zone. The present study aims to develop a methodology for coastal multi-hazard vulnerability assessment. This study was carried out using parameters probability of maximum storm surge height during the return period (mean recurrence interval), future sea level rise, coastal erosion and high resolution coastal topography with the aid of the Remote Sensing and GIS tools. The assessment results were threatening 3.46 million inhabitants from 129 villages covering a coastal area 360 km2 under the multi-hazard zone. In general river systems act as the flooding corridors which carrying larger and longer hinterland inundation. Multi-hazard Vulnerability maps were further reproduced as risk maps with the land use information. These risk caused due to multi-hazards were assessed up to building levels. The decision-making tools presented here can aid as critical information during a disaster for the evacuation process and to evolve a management strategy. These Multi-hazard vulnerability maps can also be used as a tool in planning a new facility and for insurance purpose.  相似文献   

19.
Gabriele Bulian 《Ocean Engineering》2010,37(11-12):1007-1026
This paper presents a probabilistic methodology for the analysis of the vulnerability of a ship to the risk of inception of pure loss of stability events. A pure loss of stability failure is modelled as the persistence of the metacentric height below a critical level for a too long time. The metacentric height is modelled as a stationary Gaussian process with a spectrum obtained from the sea elevation spectrum. The time dependent failure index is obtained under the assumption of filtered Poisson process for the occurrence of critical events. The analysis separates cases where the fluctuation of the metacentric height is narrow-band from those where the bandwidth of the spectrum is wide, with an intermediate blending. In case of narrow-band processes appropriate approximate solutions to the problem are provided, while in the wide-band cases an exponential distribution for the persistence time below the critical level is employed. A rational development for the critical persistence time is also provided considering an approximation of the roll dynamics during periods of time where the metacentric height is negative. Monte Carlo simulations are performed to check the developed approximate distributions for the persistence time, and examples of application are provided for a sample ship.  相似文献   

20.
As the maneuverability of a ship navigating close to a bank is influenced by the sidewall, the assessment of ship maneuvering stability is important. The hydrodynamic derivatives measured by the planar motion mechanism (PMM) test provide a way to predict the change of ship maneuverability. This paper presents a numerical simulation of PMM model tests with variant distances to a vertical bank by using unsteady RANS equations. A hybrid dynamic mesh technique is developed to realize the mesh configuration and remeshing of dynamic PMM tests when the ship is close to the bank. The proposed method is validated by comparing numerical results with results of PMM tests in a circulating water channel. The first-order hydrodynamic derivatives of the ship are analyzed from the time history of lateral force and yaw moment according to the multiple-run simulating procedure and the variations of hydrodynamic derivatives with the ship-sidewall distance are given. The straight line stability and directional stability are also discussed and stable or unstable zone of proportional-derivative (PD) controller parameters for directional stability is shown, which can be a reference for course keeping operation when sailing near a bank.  相似文献   

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