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1.
A fuzzy approach to the lectotype optimization of offshore platforms   总被引:1,自引:0,他引:1  
S. Chen  G. Fu   《Ocean Engineering》2003,30(7):877-891
Lectotype optimization of offshore platforms is of particular importance in the concept design process. Lectotype optimization involves multiple objectives with uncertainty and so is a problem of multiple attribute decision making. To date, there have been few published works on this topic in the context of offshore engineering. This paper develops a framework and methodology for evaluation of offshore platform alternatives, where a fuzzy optimum model is proposed to integrate the influence of each objective in the criteria set, and a new weight-assessing method is developed to mimic the decision maker’s experience and preference based on complementary pairwise comparisons. A case study shows that the new framework and methodology is scientific, reasonable and easy to use in practice.  相似文献   

2.
A multiple attribute risk assessment approach using a fuzzy inference system is developed in this work. The approach is based on the use of fuzzy sets, a rule base and a fuzzy inference engine. Traditional input probabilities and consequences used in risk assessment are represented by fuzzy sets to take into account uncertainties associated with the assignment of their values. The output risk values can be presented as crisp values or fuzzy sets with associated degree of membership. The fuzzy inference system FIS is used as an alternative approach to qualitative risk matrix techniques currently used in many industries and by ship classification societies. Two approaches for fuzzy inference are adopted. These include the Mamdani approach in which output risk values are fuzzy sets and the Sugeno method of fuzzy inference, in which output risk values are constant or linear.The use of a fuzzy set approach is particularly suited for handling multiple attribute risk problems with imprecise data. It improves upon existing qualitative methods and allows the ranking of risk alternatives based on a unified fuzzy risk index measure. Results show that while the Mamdani method is intuitive and well suited to human input, the Sugeno method is computationally more efficient and guarantees continuity of the final risk output surface. Results also show that computed risk values using a fuzzy risk index measure are consistent with those obtained using a qualitative risk matrix approach. The proposed methodology is also applicable to other ship operating modes such as transit in open sea and/or entering/leaving port. A case study for a liquefied natural gas LNG ship loading/offloading at the terminal is presented to demonstrate the developed approach capability.  相似文献   

3.
海洋平台结构风险评估   总被引:5,自引:1,他引:5  
作为结构系统可靠性方法与结构损伤冗余设计的一个合理延伸与综合,结构风险评估与决策技术是近年来得到迅速发展的新方法。本文讨论了海洋平台结构风险评估的理论框架,涉及了结构风险评估的几个基本方面,为进一步进行详细研究确立了一条主线。本文还对导管架式平台的结构风险评估进行了简要讨论。  相似文献   

4.
Loal flexibility of tubular joints has important effect on the static and dynamic behaviour of offshore platforms, therefore, the determination of it becomes an important research subject in the field of offshore engineering. In this paper, the local flexibility of TY-type tubular joints, which are widely used in offshore platforms, is calculated by using semi- analytical method. Based on the calculated results, parametric formulae for evaluating element in the local joint flexibility matrix of TY- type tubular joints are derived by regression. A test on PVC models of TY-type tubular joints to measure the local joint flexibility is also reported. A comparison of the results calculated from the parametric formulae presented in this paper with those measured from the model test shows that the parametric formulae are reliable. It is recommended that these formulae be used in the global structural analysis of offshore platforms.  相似文献   

5.
针对围填海不同规模方案的选择问题,目前已有很多文献建立了评价指标体系,然而利用数学算法进行评价研究的还比较少。文章以现存的评价指标体系和专家评分为基础,利用语言层次分析法(LAHP)来计算各个评价指标的权重,并采用多属性决策方法——逼近理想点法(TOPSIS)对不同规模的围填海方案进行排序,从而选出最优方案。进一步用实际的例子,说明了利用LAHP-TOPSIS方法进行方案排序的步骤,给出了评价结果。结果显示:文章提出的评价方法能够为沿海及港口城市围填海方案提供有效的评价工具,对于围填海规模方案选择具有重要意义。  相似文献   

6.
This paper presents a methodology for making decisions based on uncertain information through the use of an analytical feasibility study of an airport island in the North Sea as an alternative to the present inland airport, Amsterdam Schiphol, in The Netherlands. The multidisciplinary project, called Flyland, quantified several conflicting aspects, including uncertainties, for each of five alternative locations for the new airport. The methodology combines the Analytic Hierarchy Process and Monte Carlo approaches and allows comparison of the alternatives on the basis of their morphological and ecological effects. The resulting scores rank the alternatives and quantify the distinctions between them by taking uncertainties into account. We found that with respect to morphology and ecology, it is most favourable to keep the Dutch national airport inland. The methodology can easily be extended to include other factors and reflect a wider range of multidisciplinary aspects (costs, accessibility, environmental aspects) of the airport island location.  相似文献   

7.
以南海某平台组块海上拖航作业为例,阐述风险评估的基本流程;针对海上拖航过程提出一套具体、实用的风险辨识、事故树建立以及建立风险控制措施的方案;同时给出一种将风险因素定性计算予以量化的方法,即风险值计算方法,并且针对海油工程确定风险值标准.  相似文献   

8.
徐彻  杨飏 《海洋工程》2014,32(1):117-124
海洋平台长期暴露在海洋环境当中,因此复杂的海上环境载荷以及爆炸、火灾等偶然载荷作用会对平台的安全造成很大的威胁。安全储备概念的提出就是为了对结构的安全性进行量化评价。对现阶段结构安全储备的研究进行分析和总结,为海洋平台结构安全性的定量分析提供思路,从而能够更合理地提高海洋平台结构的安全储备。首先概述了海洋平台方面安全储备的发展过程。综述了结构安全储备方面的相关概念、分类方式、评价标准以及相关的安全储备性能指标。从确定性研究方法和基于概率的研究方法两方面,对海洋平台安全储备研究现状进行对比和总结,并分别列举了构件层次的安全储备和与海洋平台结构相关的RSR和CMR等安全储备指标及研究方法,并提出了一些关于海洋平台结构安全储备研究的问题和思路。  相似文献   

9.
基于模糊综合评判的海洋溢油污染评估模型研究   总被引:1,自引:0,他引:1  
在分析总结相关研究成果的基础上,利用模糊综合评估方法,对溢油污染程度相关影响因素进行深入分析研究,对溢油污染程度评估指标体系进行改进和完善,提出溢油量和离岸距离两个影响因子新的隶属度函数,构建新的海域敏感区隶属度子集表并计算各指标的权重。最后,应用此模型对2002年渤海绥中36-1油田中心平台溢油事故进行评估,结果显示污染程度评估等级有明显提高,以期为海洋溢油污染评估提供科学依据,并通过提高污染评估等级引起人们对海洋环境的重视。  相似文献   

10.
海底电缆预选路由方案的比选需要参考多种指标,这些指标包含定量和定性两种,但各指标间的不可公度性,给路由方案的选择提出挑战。文章提出了一种基于离差思想和模糊向量投影的多属性决策法。首先引入三角模糊数,将定性指标合理量化,构建决策矩阵,规范化后运用离差思想求解各指标权重,然后计算各方案在正理想方案和负理想方案上的投影,最后求出相对贴近度,依据其大小比选出最佳方案。  相似文献   

11.
The offshore jacket platform is a complex and time-varying nonlinear system,which can be excited of harmful vibration by external loads.It is difficult to obtain an ideal control performance for passive control methods or traditional active control methods based on accurate mathematic model.In this paper,an adaptive inverse control method is proposed on the basis of novel rough neural networks (RNN) to control the harmful vibration of the offshore jacket platform,and the offshore jacket platform model is established by dynamic stiffness matrix (DSM) method.Benefited from the nonlinear processing ability of the neural networks and data interpretation ability of the rough set theory,RNN is utilized to identify the predictive inverse model of the offshore jacket platform system.Then the identified model is used as the adaptive predictive inverse controller to control the harmful vibration caused by wave and wind loads,and to deal with the delay problem caused by signal transmission in the control process.The numerical results show that the constructed novel RNN has advantages such as clear structure,fast training speed and strong error-tolerance ability,and the proposed method based on RNN can effectively control the harmfid vibration of the offshore jacket platform.  相似文献   

12.
根据墨西哥湾某海域一典型固定式海洋平台为原型,按照几何相似准则和刚度相似准则设计并制作海洋平台试验模型,开展极限强度模型试验研究,观察并记录其破坏过程。并采用非线性有限元方法(ANSYS)对试验模型进行极限强度数值计算,将计算结果与试验结果对比,结果表明计算结果与试验结果吻合较好,验证非线性有限元方法的有效性。  相似文献   

13.
YANG  He-zhen 《中国海洋工程》2003,17(4):495-504
In this paper Nondestructive Damage Detection (NDD) for offshore platforms is investigated under operational conditions. As is known, there is no easy way to measure ambient excitation, so damage detection methods based on ambient excitation have become very vital for the Structural Health Monitoring (SHM) of offshore platforms. The modal parameters (natural frequencies, damping ratios and mode shapes) are identified from structural response data with the Natural Excitation Technique (NExT) in conjunction with the Eigensystem Realization Algorithm (ERA) . A new method of damage detection is presented, which utilizes the invariance property of element modal strain energy. This method is to assign element modal strain energy to two parts, and defines two damage detection indicators. One is compression modal strain energy change ratio (CMSECR); the other is flexural modal strain energy change ratio (FMSECR). The present modal strain energy is obtained by incomplete modal shape and structural stiffness matr  相似文献   

14.
海上桶基平台基础边界条件的简化方法与结构优化   总被引:2,自引:1,他引:1  
海上桶型基础平台采用桶型基础这一新型的基础型式,桶基平台在结构强度校核计算和结构优化中必须考虑其有限元分析模型的基础边界条件简化问题。本文提出了桶基平台有限元分析模型中的基础边界条件简化方法,将桶型基础边界简化为位移弹簧边界元,给出了弹簧刚度的计算方法。通过模型试验与本文提出方法的计算结果的比较,证明本文提出的方法是正确的。同时,将本文提出的方法应用于桶基火炬平台的结构优化,表明该方法是实际可行的并且对于桶基平台的结构强度校核计算与结构优化有重要意义。对于桶基火炬平台的结构优化采用了适合离散变量优化求解的遗传算法,优化的结果有效地降低了结构重量,降低了工程造价。  相似文献   

15.
海洋石油钻井平台是海洋油气勘探开发的重要手段,其安全就位和稳定施工,与井场区海底的工程地质条件密切相关。就事关平台安全的工程地质条件预测评价技术作了研究,评价预测了与自升式钻井平台稳定作业有关的软弱下卧地层的穿插和持力、海底斜坡条件下工程地质层稳定性、半潜式钻井平台的锚固力以及不同底质条件下海底底流的冲蚀。推荐了实践有效的半经验计算公式,为海洋石油钻井平台井场工程地质条件的稳定评价提供参考。  相似文献   

16.
一种新的L-集表现定理   总被引:1,自引:1,他引:0  
在隶属度值格仅为完备格的条件下,研究了L-集轮和L-开集轮的特征性质,并以2种集轮为工具给出基于L-集轮和L-开集轮的L-集表现定理.由于隶属度值格仅为完备格,得到的L-集表现定理更有一般意义.  相似文献   

17.
在建立海上油气设施的风险分析系统时,对由台风引发的极端海况造成的结构失效进行风险评估是1个十分重要的问题。为了建立实用可靠的风险评价方法,本文使用基于重点抽样法的随机模拟技术,对渤海海域CB12-C井组平台结构进行了全概率法失效概率计算,并在此基础上进行了平台结构的风险评价。该方法是1种适用于固定式海洋平台的定量风险评价方法,充分考虑了平台结构风险分析过程中各种不确定性的影响,极大提高了定量风险评价结果的可靠性。  相似文献   

18.
This paper proposes a new methodology to select an optimal threshold level to be used in the peak over threshold (POT) method for the prediction of short-term distributions of load extremes of offshore wind turbines. Such an optimal threshold level is found based on the estimation of the variance-to-mean ratio for the occurrence of peak values, which characterizes the Poisson assumption. A generalized Pareto distribution is then fitted to the extracted peaks over the optimal threshold level and the distribution parameters are estimated by the method of the maximum spacing estimation. This methodology is applied to estimate the short-term distributions of load extremes of the blade bending moment and the tower base bending moment at the mudline of a monopile-supported 5MW offshore wind turbine as an example. The accuracy of the POT method using the optimal threshold level is shown to be better, in terms of the distribution fitting, than that of the POT methods using empirical threshold levels. The comparisons among the short-term extreme response values predicted by using the POT method with the optimal threshold levels and with the empirical threshold levels and by using direct simulation results further substantiate the validity of the proposed new methodology.  相似文献   

19.
将模糊多属性决策理论应用于海洋平台设计选型中,根据多个属性的估计值,结合决策者的偏好,通过综合评价,在若干设计方案中选出最优方案.考虑到在概念设计阶段对于属性特征值及属性权重值的估计带有一定的模糊不确定性,将属性特征值和属性权重值表示为模糊数的形式,并且根据模糊集理论的表现定理得出各个设计方案的决策值.根据模糊数排序理论对设计方案进行排序并得到最优设计方案.总之,该研究为海洋平台设计方案的选型决策提高了一种新方法.  相似文献   

20.
Monitoring offshore platforms, long span bridges, high rise buildings, TV towers and other similar structures is essential for ensuring their safety in service. Continuous monitoring assumes even greater significance in the case of offshore platforms, which are highly susceptible to damage due to the corrosive environment and the continuous action of waves. Also, since a major part of the structure is under water and covered by marine growth, even a trained diver cannot easily detect damage in the structure. In the present work, vibration criterion is adopted for structural monitoring of jacket platforms. Artificial excitation of these structures is not always practicable and ambient excitation due to wind and waves may not be sufficient for collecting the required vibration data. Alternate methods can be adopted for the same purpose, for example, the application of an impact or a sudden relaxation of an applied force for exciting the structure. For jacket platforms, impact can be applied by gently pushing the structure at the fender while relaxation can be accomplished by pulling the structure and then suddenly releasing it using a tug or a supply vessel in both cases. The present study is an experimental investigation on a laboratory model of a jacket platform, for exploring the feasibility of adapting vibration responses due to impulse and relaxation, for structural monitoring. Effects of damage in six members of the platform as well as changes in deck masses were studied. A finite element model of the structure was used to analyze all the cases for comparison of the results as well as system identification. A data acquisition and analysis procedure for obtaining the response signatures of the platform due to the impulse and relaxation procedure was also developed for possible adoption in on-line monitoring of offshore platforms. From the study, it has been concluded that both impulse and relaxation responses are useful tools for monitoring offshore jacket platforms. The present work forms the basis for the development of an automated, on-line monitoring system for offshore platforms, using neural networks.  相似文献   

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