自升式海上石油钻井平台振动模态的有限元计算和分析

本文对某自升式海上石油钻井平台的振动模态进行了计算和分析。平台长57.6米、宽34米,采用4根直径为3米的管形桩腿,腿高78米,工作水深40米,桩腿插入泥面以下约3米。本文提出了计算该平台振动模态的两种模型:空间薄壁结构模型和空间框架模型,用 SAP5结构分析程序进行了计算,获得了该平台的第一至第廿谐调的振动频率和模态,为我国自升式钻井平台动态特性的设计、分析和使用提供了有用的数据和可行的方法。文中对上述两种计算模型作了分析和比较,指出本文提出的空间薄壁结构模型是计算这类平台整体振动模态的一种简单易行而又经济的合理模型。此外,本文还指出了这类平台振动周期的跳跃现象,讨论了桩腿的支承条件对平台振动周期的影响以及平台结构的质量和附连水质量的处理等问题。     

TLP平台NODE结构确定性疲劳与疲劳可靠性对比分析

TLP平台的疲劳计算在工程中常采用确定性疲劳计算方法,但是影响结构疲劳的大多数因素都是随机的,确定性的方法很难对这些因素做出客观的描述。因此,本文基于谱疲劳方法,分别采用确定性疲劳和疲劳可靠性对TLP平台NODE结构进行疲劳筛选计算,并对计算结果进行对比分析。结果显示NODE结构局部区域不满足疲劳强度要求,相比于疲劳可靠性,确定性疲劳方法更加保守。     

海洋平台结构动力响应优化设计与灵敏度分析

研究了海洋平台结构动力响应优化设计以结构动力响应的灵敏度计算方法。给出了结构稳态频率响应和瞬态时程响应的灵敏度分析算法，并通过数值试验讨论了瞬态响应灵敏度分析算法的精度和差分法中变量摄动量的影响。在JIFEX软件中实现了结构动力响应灵敏度计算，建立海洋平台结构优化模型和求解方法。数值算例表明了本文方法和程序的有效性。     

桩基导管架平台在台风及海浪作用下的随机响应分析

针对南海海域特点,本文对深水导管架平台在台风和海浪作用下的随机响应作了分析研究。给出了台风风压的长期分布,分析了各种风速条件下结构的响应组成,讨论了平台在台风影响下的生存问题。采用了等效线性化和矩阵凝聚技术,根据随机振动理论,可以求得平台结构的位移和内力响应,为深水导管架的设计及动力分析,提供了一个简单可靠的计算模型、计算方法和计算程序。     

基于实测动冰力时程的海洋平台结构冰振反应分析

冰激平台结构振动是影响渤海石油钻采平台冬季正常生产和安全的主要因素。本文采用实测冰压力时程,对渤海辽东湾北部的ＪＺ２０－２ＭＵＱ平台结构进行了冰振反应分析,计算了不同设计冰厚、不同冰作用方向和标高及平台桩腿有无正倒锥体（一种破冰装置）的结构反应,探讨了正倒锥体对减轻冰力和结构反应的作用,发现了结构冰激振动的一些特征,为在该平台上实施振动控制方案提供了依据     

张力腿平台水动力参数计算

张力腿平台作为一种深水平台 ,其半顺应半固定的运动特征 ,成为在复杂的深海海洋环境中进行海洋石油勘探、开采一种重要结构型式。在张力腿平台波浪载荷的计算中根据产生波动流场的因素不同将波浪载荷分为绕射效应和辐射效应。本文对辐射效应深入研究并以附加质量、附加阻尼等水动力参数的形式计算了辐射效应对张力腿平台的载荷影响。在计算水动力参数时将平台简化为浮式直立柱群 ,采用势流理论 ,引进改进平面波法计入柱体间水动力相互作用得到辐射波速度势的半解析解 ,引入大间距假设、通过非平面波修正 ,精确地求解了柱群的辐射波的载荷作用     

重力式单腿平台结构相互作用体系平、扭动力响应分析

本文主要对钢筋混凝土重力式单腿海洋平台结构相互作用体系在地震激励下进行了响应分析。按波动理论,建立土—结构—流体相互作用体系的非线性运动方程组。它包含了两类相互作用问题:土—结构相互作用;流体—结构相互作用。分析了在不同方向地震SH波输入下非对称结构及流体作用等影响对体系的地震响应,最后结合一个简单的例子给出了数值计算结果。     

海洋钻井隔水管的动力分析

本文对规则波浪与随机波浪以及海流作用下的海洋钻井隔水管进行了动力分析,建立力学模型,推导有限元动力方程,计算非线性时间域历程响应与线性化频率域最大响应,并对这两种方法的结果进行比较,此外还讨论了若干影响因素,数值计算结果表明本文理论分析正确,计算精度足够,本文所提供的动力分析方法以及计算机程序可供海洋有关部门参考使用.     

半潜式平台结构设计分析的工程系统—OSAS-3

合理地设计半潜式平台结构,使它具有所期望的优异性能和安全性,需要有能分析计算平台的运动响应、结构响应及其统计预报的程序系统。本文介绍的“OSAS—3”程序系统就是具有这些功能的系统,它不仅能计算平台的运动响应、结构响应和预报分析,而且还能进行定常外力计算和设计波法的结构强度校核计算。文中介绍了计算机程序系统、特征和理论计算方法的概要。这个程序系统和国外主要船级社的同类系统具有同样的基本计算功能,经与国外同类程序比较,其相应的计算结果吻合得很好。     

考虑群桩效应的海洋平台桩—土—结构共同工作研究

考虑群桩效应的近海导管架平台的桩、土结构共同工作研究是一个很复杂的课题，要考虑很多因素。在平台结构的概念设计或初步设计中则可采用一些近似方法。本文根据目前国内外对群桩研究的成果，依据文克尔相互作用模型，提出了一个较方便实用的群桩效应计算方法，并建立了考虑群桩效应的桩—土—结构共同工作的计算模型，通过编制计算机程序得到实现，最后根据算例分析得到有关结论     

Estimation of Probability of Damage Detection in Offshore Structural Inspection

- To characterize the uncertainty and fuzziness in offshore structural inspection, probability of detection (POD) must be determined. This paper presents the expressions for the POD of four different damage forms mainly existing in offshore structures. The fuzzy-set theory is applied to estimate human errors through the definition of inspection quality. Expressions of inspection quality are achieved. To verify the validity and correctness of the expressions, the data from an offshore platform field inspection of evaluation results of human errors affecting inspection quality are used to estimate the parameters of the POD. The results show that the present models can provide basis for further study of ofTshore structural inspection reliability.     

Cost-reliability consequence resource allocation: Application to an offshore structure

A model is given for the planning of the inspection and maintenance operations of a system: an application to an offshore structure is described. The objectiveis to minimize the total cost of inspections and consequences of failures, subject to an upper boundon the total failure probability of the system. An incremental algorithm is defined for the approximate solution of the problem, and a method is described for the evaluation of the quality of any feasible solution in terms of bounds of the optimal objective value. The incremental algorithm solves the problem parametrically for certain values of the system reliability. The model has been applied to obtain an optimal inspection plan against the consequences of gross errors, accidental events, fatigue and corrosion in terms of input describing element importance values, element reliability values, error detection probabilities, error detection costs and error repair costs for parametrical variations of the structural reliability.     

海洋平台磁流变阻尼器控制技术研究

为了更有效地减小海洋平台动力响应,采用基于模糊控制算法的磁流变阻尼器对海洋平台的振动进行控制.以海洋平台位移响应误差和误差变化为输入变量,以最优控制力为输出变量,优化设计出模糊控制器.考虑实际磁流变阻尼器输出控制力上限存在限制,采用半主动控制算法计算接近于最优控制力的半主动控制力.以一固定式海洋平台为算例研究磁流变阻尼器的振动控制效果及其模糊性,仿真结果表明模糊磁流变控制器对于平台的振动可以实现非常有效的控制,且控制效果对结构阻尼和环境的不确定性具有较好的模糊性.     

Fuzzy Fatigue Reliability Analysis of Offshore Platforms in Ice-Infested Waters

1 .IntroductionTheBohaiGulfisinfestedbyiceinthewholewinter,andoffshorestructuresthereexperiencenotonlywind ,waves ,currentsandearthquake ,butalsoiceloadswhicharecomplicatedbecauseofthedynamicinteractionbetweenicesheetsandstructures.Duanetal.( 2 0 0 0 )hadacomprehensivere viewofthelatestadvancesonice inducedvibration ,fatigueandfractureofoffshorestructures ,payingmuchattentiontothedifferencesinicebreakingmodeanddynamicsofstructuresindifferentice in festedwaters .Theypresentedcriticallythelates…     

Fuzzy Optimum Model of Semi-Structural Decision for Lectotype Optimization of Offshore Platforms

In the process of concept design of offshore platforms, it is necessary to select the best from feasible alternatives through comparison and filter. The criterion set, used to evaluate and select the satisfying alternative, consists of many qualitative and quantitative factors. Therefore, the selection is a problem of multicriteria and semi- structural decision- making. Different from traditional methods in semi- structural decision- making, a new framework and methodology is presented in this paper for evaluation of offshore platform alternatives. First, the criterion set is established for the evaluation of alternatives. Next, the approach is studied to construct the relative membership degree matrix, in which both qualitative and quantitative factors are consistent with the uniform calculating standard. And then a new weight-assessing method is developed for calculation of the weights based on the relative membership degree matrix. Finally, a multi-hierarchy fuzzy optimum model is adopted to select t     

浅谈海洋钻修井装置作业前检验存在的问题及对策

海洋钻修井装置作业前检验,是海上钻修井作业过程中的重要环节。做好作业前检验工作,使作业装置满足作业和安全的要求,是后续作业顺利、安全、高效进行的重要保障。文章根据南海西部近5年来海洋钻修井装置作业前检验工作的现状,从管理、技术层面对作业前检验存在的问题进行剖析,并给出了相关建议。如：作业前检验全生命周期管理的流程及强化措施;保持验船人员的公用机制;引进、培养一支固定的验船队伍;制定验船标准化手册;增加验船技术手段等。为进一步提高海洋钻修井装置检验质量及海上钻修井作业保驾护航。     

水声环境资料质量检核评估标准规范研究

为规范水声环境资料质量检核评估工作,开展了水声环境资料质量检核评估标准规范研究,参照水声环境数据后期处理一般程序,梳理分析了原始数据、处理算法、模型运用及处理流程等数据质量误差来源;结合标准化水声环境资料处理程序及成果形式,研究了数据及数据处理全流程检核评估方法,给出数据文件、处理代码及配套文档资料应包含的内容及检查方法;研判了数据质量检核评估要求,给出三级验收制度、检核评估形式及提交的资料清单要求,对开展水声环境资料验收汇交规程及相关标准规范的制定、修订工作,具有较强的参考价值。     

基于观测和再分析数据的LSTM深度神经网络沿海风速预报应用研究

基于海洋气象历史观测资料和再分析数据等,利用LSTM深度神经网络方法,开展在有监督学习情况下的海面风场短时预报应用研究。以中国近海5个代表站为研究区域,通过气象台站观测数据和ERA-Interim 6 h再分析数据构建数据集。选取21个变量作为预报因子,分别构建两个LSTM深度神经网络框架(OBS_LSTM和ALL_LSTM)。经与2017年WRF模式6 h预报结果对比分析,得出如下结论:构建的两个LSTM风速预报模型可以大幅降低风速预报误差,RMSE分别降低了41.3%和38.8%,MAE平均降低了43.0%和40.0%;风速误差统计和极端大风分析发现,LSTM模型能够抓住地形、短时大风和台风等敏感信息,对于大风过程预报结果明显优于WRF模式;两种LSTM模型对比发现,ALL_LSTM模型风速预报误差最小,具有很好的稳定性和鲁棒性,OBS_LSTM模型应用范围更广泛。     

A New Probability of Detection Model for Updating Crack Distribution of Offshore Structures

1 .IntroductionNondestructiveinspection (NDI)isveryimportantforensuringthereliabilityofoffshorestructuresintheirservicelives (Lauraetal.,1 996 ) .Itiswellknownthatdetectionofflawsinvolvesconsider ablestatisticaluncertainties.Asaresult,theprobabilityofdetection (POD)forallflawsofagivensizehasbeenusedintheliteraturetodefinethecapabilityofaparticularNDItechniqueinagivenen vironment.SincethedataofPODusuallyscatterlargely ,itisdifficulttodeterminewhichmodelfitstheavailabledatabest.Thismodelun…     

A model study of influence of circulation on the pollutant transport in the Zhujiang River Estuary and adjacent coastal waters

A tracer model with random diffusion coupled to the hydrodynamic model for the Zhujiang River Estuary (Pearl River Estuary, PRE) is to examine the effect of circulations on the transport of completely conservative pollutants. It is focused on answering the following questions: (1) What role does the estuarine plume front in the winter play in affecting the pollutants transport and its distribution in the PRE? (2) What effect do the coastal currents driven by the monsoon have on the pollutants transport? The tracer experiment results show that: (1) the pollutant transport paths strongly depend on the circulation structures and plume frontal dynamics of the PRE and coastal waters; (2) during the summer when a southwesterly monsoon prevails, the pollutants from the four easterly river inlets and those from the bottom layer of offshore stations will greatly influence the water quality in Hong Kong waters, however, the pollutants released from the four westerly river-inlets will seldom affect the water quality of Hong Kong waters due to their transport away from Hong Kong; (3) during the winter when a northeasterly monsoon prevails, all pollutants released from the eight river gates will be laterally transported seaward inside the estuary and transport westward in the coastal waters along the river plume frontal zone. However, pollutants released from the surface layer of offshore stations near or east of the Dangan Channel will be carried into the coastal waters of Hong Kong by the landward component of the westward coastal current driven by the winter northeasterly monsoon. But the pollutants from the bottom layer of the offshore stations will be carried away from the offshore by the bottom flow driven by the northeasterly monsoon. This implies that only surface-released matter from offshore stations will affect the water quality of the coastal waters around Hong Kong during the winter when a northeasterly monsoon prevails.