基于小波分析的海洋平台实时结构健康监测

由于海洋平台结构长期处于恶劣的海洋环境中,并受到各种载荷的交互作用,结构容易产生各种形式的损伤。因此,对海洋平台进行实时监测有着十分重要的现实意义。以单筒简易导管架平台为例,主要在结构损伤的判定和定位两方面对海洋平台的实时结构健康监测进行研究,结果表明通过对结构响应信号进行小波分析,小波变换系数和小波包能量分布可以很好地定义损伤识别指标。     

希尔伯特—黄变换在遥感图像中的实例研究与应用展望

希尔伯特-黄变换是一种处理非线性、非平稳数据的方法,目前该方法已在遥感图像处理中得到高度重视。文中在介绍希尔伯特-黄变换的基础上,首先通过对时间序列数据的不同频率信息进行分离,揭示了希尔伯特-黄变换方法对局部时间尺度的物理含义。通过希尔伯特-黄变换方法对不同空间尺度信息的分离,对SAR遥感图像滤波和SAR遥感图像信息提取开展了实例应用研究,展示了希尔伯特-黄变换方法可以通过遥感图像提供各种尺度信息现象的有效数据。最后讨论与分析了希尔伯特-黄变换方法的局限性与优势,并对其在遥感图像处理中的应用进行了总结和展望。     

不同时频分析方法的精度比较及应用

在传统的地震资料分析、处理和属性分析提取等研究中,基于平稳信号分析处理理论的傅里叶变换是核心技术之一。地震信号往往是非线性、非平稳信号,传统傅里叶变换是一种整体变换,难于反映非平稳信号的局部特征,而时频分析技术能同时展示信号在时间域和频率域的局部化特征。在介绍几种地震常用的时频分析方法基础上,进一步深入研究自适应时频分析方法。理论分析和试验表明,自适应最优核时频分布在抑制交叉项的同时,时频聚集性也较好,因此,更有利于地震勘探信号的分析和地震属性的提取、频谱分解等。     

希尔伯特-黄变换在微弱被动瞬态鱼声信号中的检测

为了在海洋环境中准确获取鱼类在摄食、产卵和争斗过程中发出的短促、瞬时的信号,采用希尔伯特-黄变换算法实现微弱被动瞬态鱼声信号的检测。该算法首先将瞬态鱼声信号实现固有模态信号的分解,其次将经验值高阶阶数的固有模态信号求和重构即可实现信号能量幅度检测;在固有模态信号的分解的基础上,计算求和重构信号的希尔伯特能量谱,即可实现瞬时能量密度级的检测。通过不同信噪比和检测器的比较研究,结果表明基于希尔伯特-黄变换算法的两种检测方法能有效提高微弱被动瞬态鱼声信号的检测性能。     

利用EMD方法和小波变换进行信号奇异性检测

本文采用经验模式分解 (EMD)与小波变换相结合的方法分析非平稳机械故障信号的奇异性 ,进行机械故障诊断。与直接对原信号进行小波分析相比较 ,该方法提取的奇异性特征明显。数值模拟和对故障轴承的振动信号分析表明了该方法的有效性。     

基于实测的导管架海洋平台振动对人员安全评价

目前我国的海洋工程结构中,导管架式海洋平台占有很大比重,动荷载作用下导管架式海洋平台的振动问题日益突出。随着石油开发向深海进军,平台结构柔性更大,振动问题更为显著,可能对结构、设备及人员造成一定的安全隐患。基于现场监测获得的导管架平台振动响应,结合相关规范给出振动对人体的影响,提出人员感受评价流程。最后,以渤海、南海海域的导管架平台为例,基于现场监测,分析了结构的振动特性及作业人员在相应振动环境下的感受。此方法对导管架平台上部作业人员的工作与安全保障提供了科学依据。     

罗兰C信号包络提取技术研究

为改善罗兰C接收机的接收性能,获取更高的定位精度,关键是提高罗兰C信号包络提取的精度。分别讨论了希尔伯特变换、小波变换和短时平均能量三种包络提取方法在罗兰C信号处理中的应用效果。仿真验证表明,基于Morlet小波的包络提取方法精度最高,效果最佳,满足罗兰C接收机实际信号处理条件下对包络信息精确性高的要求。     

基于小波变换的固定式海洋平台结构损伤识别方法研究

小波变换在分析非平稳信号方面较傅立叶变换更有效,为了检测出海洋平台结构中裂缝或因刚度降低引起的损伤,对海洋平台的响应信号进行离散小波变换,通过分析变换后的信号是否有突变现象判断结构是否出现损伤,并结合模态应变能法实现了对结构损伤的定位,探讨了传感器位置对识别效果的影响。     

浅谈数学变换在海洋技术中的应用

根据以往的工作积累,作者在文中介绍了在海洋技术中得到应用的几种数学变换,包括基于Fourier变换的频谱分析、波浪分离、相关分析及定义的H artley实现,连续M orlet小波变换在波浪信号分析中的应用,以及离散正交小波变换的降噪作用与悬沙图像的特征提取。文中通过公式推导和数据比较,展示了数学变换在海洋技术应用中的科学魅力。     

基于形态学-HHT算法的船载地磁三分量信号分析与预处理

在船载地磁三分量测量结果中存在脉冲和高频随机噪声干扰,会影响船磁校正精度。基于实测船载地磁三分量的总场数据构建了一种基于形态学 HHT算法的信号分析和预处理方法,用形态学滤波方法去除脉冲噪声,用希尔伯特-黄变换(Hilbert-Huang Transform, HHT)识别高频噪声分量,并通过自相关函数验证6阶以上的高阶分量包含有效地磁信号,截止频率在0.010~0.500 Hz之间。采用巴特沃斯滤波器(Butterworth filter)对该频率内含噪声地磁总场进行低通滤波处理,并与快速傅里叶变换(Fast Fourier Transform, FFT)滤波结果进行对比,计算2种滤波处理方法的均方根误差(RMSE),形态学-HHT方法的RMSE仅为194 nT,而FFT方法的约为600 nT,表明形态学-HHT的滤波效果优于FFT,可有效压制船载地磁三分量中的随机噪声干扰。     

Structural monitoring of offshore platforms using impulse and relaxation response

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.     

Inverse vibration technique for structural health monitoring of offshore jacket platforms

In this paper a new approach is introduced for structural health monitoring of offshore jacket platforms. The procedure uses the measured ambient vibration responses and the corresponding readable natural frequencies and mode shapes of the structural system. Since offshore platforms are composed of heavy topsides supported by jacket structures, participation of the first mode is dominant in each direction in the response of the structure under field excitations. Moreover, ambient vibrations such as wave loads and boat impacts only excite the first modes of the structure. Therefore, it is difficult to find higher modes and the pertinent frequencies by use of accelerometers data. The introduced innovative method in this research uses the first few fundamental frequencies and mode shapes of the structure. The algorithm employs the inverse vibration technique to develop a simple two and three dimensional reference model for monitoring health of the structure. To show the efficiency of the proposed procedure, a case study is carried out on the models of a jacket-type platform in the Persian Gulf, namely SPD2. Finally, an uncertainty analysis is performed, due to the existence of noises and uncertainties in input data collected by accelerometers. Results indicate that the proposed method has the ability to detect the induced damages by a high level of accuracy considering probable sources of error.     

单点系泊海洋导管架平台结构体系可靠性分析

采用非线性逐步倒塌分析方法,考虑桩-土-结构的非线性相互作用,研究了单点系泊海洋导管架平台在极端荷载作用下的承载能力计算模型,在此基础上结合蒙特卡洛随机抽样法,提出了单点系泊海洋导管架平台结构体系可靠度计算方法。最后对工程实例BZ28-1SPM单点系?白海洋导管架平台结构在20年设计基准期和50年重现期进行了体系可靠性分析：研究结果表明：用50年重现期的环境荷载参数来进行BZ28-1SPM单点系泊海洋导管架平台结构的设计是合理的;在环境荷载中起主导作用的是由波浪引起的系泊力;在海洋平台结构的设计及对已服役平台结构的评估中运用体系可靠度理论,可以为海洋平台结构的设计、维护和评估提供理论依据。     

导管架平台拆除过程稳定性及影响因素分析

现有服役海洋平台正逐步走向老龄化,海洋平台拆除成为海洋工程新的经济增长点。针对达到服役年限的导管架平台,基于数值分析方法模拟拆除过程,开展平台在不同拆除阶段和环境载荷等参数下的稳定性及影响规律研究。基于钢结构整体稳定性理论,以导管架平台拆除过程中顶点位移为参考,定义导管架平台拆除作业稳定性指标,提出拆除作业阶段划分方法,通过分析导管架平台在不同影响因素作用下拆除过程稳定性响应,给出拆除作业建议。选取我国南海某4裙12腿进行实例分析,结果表明:主桩腿对导管架平台起决定性承载作用,拆除部分主桩腿后需要引入外部支撑力,以保证拆除作业安全进行;拆除构件越多,来浪方向和环境载荷大小对平台影响越加显著。研究结果可为导管架平台拆除作业提供参考。     

海洋平台现场动态应力测试

迄今为至胜利浅海油田已相继建成大小平台几十座,平台结构型式是导管架式,志管架平台的结构计算理论已基本成熟,现场应力测试是对平台结构设计的验证、补充和发展,但是有关平台的现场应力测试在海洋工程界则是一个空白。本文主要介绍埕北２５Ａ井组平台现场应力测试的方法、结果以及与理论计算的对比。     

极端荷载作用下海洋导管架平台体系可靠度分析

采用非线性倒塌分析方法，考虑桩－土－结构的非线性相互作用，研究了导管架平台在极端荷载作用下承载能力的计算模型，分析了平台结构体系在极端荷载作用下的全倒塌全过程，在此基础上，结合蒙特卡洛法，提出了海洋导管架平台结构的体系可靠度计算方法。最后对工程实例－涠11－4C海洋平台的结构进行了体系可靠性分析，并对比分析了不同的荷载效应计算公式对计算经的影响，研究表明计算经满足工程设计要求，便于工程应用。     

A Method for Analyzing System Reliability of Existing Jacket Platforms

Owing to the ageing of the existing structures worldwide and the lack of codes for the continued safely management of structures during their lifetime, it is very necessary to develop a tool to evaluate their system reliability over a time interval. In this paper, a method is proposed to analyze system reliability of existing jacket platforms. The influences of dint, crack and corrosion are considered. The mechanics characteristics of the existing jacket platforms to extreme loads are analyzed by use of the nonlinear mechanical analysis. The nonlinear interaction of pile-soil-structure is taken into consideration in the analysis. By use of FEM method and Monte Carlo simulation, the system reliability of the existing jacket platforul can be obtained. The method has been illustrated through application to BZ28-1 three jacket platforms which have operated for sixteen years. Advantages of the proposed method for analyzing the system reliability of the existing jacket platform is also highlighted.     

海洋导管架平台的极限强度分析

海洋导管架平台的极限分析是一项较新的研究课题，随着海上采油事业的飞速发展，它已越来越受到海洋工程设计及维修部门的重视。其研究成果不仅能用于设计结构的应力校核，尚可用于现有平台结构的整体安全估算。本文利用非线性模拟技术及线性分析程序的完美结合。成功地分析计算了受集中哉茶作用的空间框架结构，及受静载荷和环境载荷作用下的真实导管架平台极限强度。     

Ultimate Strength Analysis of Offshore Jacket Platform

- The ultimate strength analysis of offshore jacket platforms is a research project which has been developed in recent years. With the rapid development of marine oil industry, the departments of design and IMR (Inspection, Maintenance and Repair) in the offshore engineering have attached great importance to this project. The research procedure applies to both the stress check of new design platforms and the whole safety assessment of existing platforms. In this paper, we combine the pseudo non-linear technique with the linear analysis program and successfully analyze the ultimate strength of the space frame structure subject to the concentrated load and a real jacket platform subject to the dead load and environmental load.