海上桶基平台基础边界条件的简化方法与结构优化

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。     

Topological redundancy and ‘small‐world’ patterns in a food web in a subtropical ecosystem of Brazil

According to graph theory, the frequency distribution of trophic interactions within a food web has deep structural implications, as it can highlight the presence of patterns associated with the web and indicate whether the properties of the web are independent of its size. A hypothesis is that ‘small‐world’ food webs are sensitive to the loss of species with the highest values. Therefore, the present work aimed to evaluate the degree to which a subtropical food web in Southern Brazil displays small‐world patterns and their resistance. As part of the assessment, we evaluated the topological redundancy values of species in the food web and then we simulated the exclusion of these species (such as sharks and sea birds), and also the exclusion of high centrality species (such as squids Loligo sp., portunid swimming crabs and the cutlassfish Trichiurus lepturus). The food web showed a ‘broad‐scale’ distribution of connections by node, and a small‐world pattern. As expected, a simplification of the network was observed after elimination of some species with high centrality. However, the food web was resistant to the loss of species with low topological redundancy, probably because these species occupy a high trophic level and do not participate in lots of routes within the food web. We highlight however, the importance of the application of multiple analyses to evaluate the importance of components in food webs, and fisheries management plans should consider both species of high centrality values and species with low topological redundancy.     

Artificial intelligence-based hull structural plate corrosion damage detection and recognition using convolutional neural network

With the support of big data and GPU acceleration training, the artificial intelligence technology with deep learning as its core is developing rapidly and has been widely used in many fields. At the same time, feature extraction operations are required by the current image-based corrosion damage detection method in the field of ships, with little effect but consuming the large amount of manpower and financial resources. Therefore, a new method for hull structural plate corrosion damage detection and recognition based on artificial intelligence using convolutional neural network is proposed. The convolutional neural network (CNN) model is trained through a large number of classified corrosion damage images to obtain a classifier model. Then the classifier model is used with overlap-scanning sliding window algorithm to recognize and position the location of corrosion damage. Finally, the damage detection pattern for hull structural plate corrosion damage as well as other types of superficial structural damage using convolutional neural network is proposed, which can accelerate the application of artificial intelligence technology into the field of naval architecture & ocean engineering.     

浅海桶基平台桶形基础结构设计分析

分析和描述了胜利石油管理局建成的CB20B浅海桶基平台桶形基础结构特点,讨论了结构设计应解决的主要问题、桶形基础结构型式和尺度、桶形基础结构设计以及强度和稳定性计算.     

三维可视化技术在地震资料解释中的应用

介绍了三维可视化技术基本原理和流程的基础上 ,着重研究了其在地震资料解释中的应用。它主要包含 2方面 :一是可对三维地震数据体直接进行构造解释、实现空间域的层位自动追踪和断层的空间组合 ,解决复杂断块的构造问题 ;二是可进行储层描述 ,即可在一定时窗内或解释层之间进行岩性分析和沉积环境解释。以胜利油田探区为例 ,通过对 CG2 0复杂断块潜山进行精细的构造解释 ,及对 CJZ凸起和北坡的上第三系馆陶组—明化镇组河流相砂体和下第三系东营组三角洲相砂体的储层描述 ,说明三维可视化技术已在构造解释和储层描述中起到了不可替代的作用。     

藻类捕光天线系统:结构与功能的统一

藻类是光合自养的水生孢子植物,为了适应水下弱光的特殊生境,藻类捕光天线历经亿万年的进化,形成了特殊的结构与功能。从发现藻类捕光天线的存在到至今的70多年间,其结构解析技术的发展共经历了4个阶段:首先是利用生化及普通光谱技术研究结构组成(1950?1980年);其次是利用X-ray晶体学技术研究局部精细结构(1980年至今);再次是利用电镜技术研究完整的粗略结构(1980?2010年);最后是近10年来利用冷冻电镜技术研究完整的精细结构(2010年至今)。目前以蓝藻、红藻、绿藻和硅藻为主的藻类捕光天线复合体完整的精细结构均已被解析,仅2019年就有10余种精细结构被发现。藻类捕光天线系统结构生物学的研究,不仅搭建了对结构与功能统一认识的桥梁,而且为深入揭示藻类光合作用高效能量传递机制奠定了坚实的结构基础。将藻类捕光天线系统结构和功能统一起来,进一步研究对光环境的适应性成为未来的重点,并将为藻类捕光天线蛋白在光电器件领域的应用提供充分的科学依据。     

The Concept and Development of Smart Structures Technologies for Long-span Cable-supported Bridges

This article presents an overview of smart structures technologies in connection with long-span cable-supported bridges. Considering the broad scope of the smart structures technologies, two subareas, namely, structural health monitoring and structural control technologies, and their applications in long-span cable supported bridges, are identified as the focus of this review. It is believed that by, adopting the smart structures technologies, reliable operation and hazard management of long-span bridges can be achieved much more efficiently and can be made economically feasible, especially for bridges located at sites with high risks of severe natural hazardous events, such as those facing the bridges of the Taiwan Strait Crossing project. The feasibility of and practical issues in implementing the smart structures technologies in the design and construction of long-span cable-supported bridges are also discussed here. Considering the time span of the construction of the Taiwan Strait Crossing, some of the innovative technologies with a high potential for future long-span bridge applications, while still at the stage of exploratory research at the time of writing, are also examined as it is believed these technologies might have become prevalent by the completion time of the Taiwan Strait Crossing project.     

The Concept and Development of Smart Structures Technologies for Long-span Cable-supported Bridges

This article presents an overview of smart structures technologies in connection with long-span cable-supported bridges. Considering the broad scope of the smart structures technologies, two subareas, namely, structural health monitoring and structural control technologies, and their applications in long-span cable supported bridges, are identified as the focus of this review. It is believed that by, adopting the smart structures technologies, reliable operation and hazard management of long-span bridges can be achieved much more efficiently and can be made economically feasible, especially for bridges located at sites with high risks of severe natural hazardous events, such as those facing the bridges of the Taiwan Strait Crossing project. The feasibility of and practical issues in implementing the smart structures technologies in the design and construction of long-span cable-supported bridges are also discussed here. Considering the time span of the construction of the Taiwan Strait Crossing, some of the innovative technologies with a high potential for future long-span bridge applications, while still at the stage of exploratory research at the time of writing, are also examined as it is believed these technologies might have become prevalent by the completion time of the Taiwan Strait Crossing project.     

Structural Design and Protective Methods for the 100 kW Shoreline Wave Power Station

1 .IntroductionThe 1 0 0kWshorelinewavepowerstationofChinaisanOscillatingWaterColumn (OWC)wavepowerdeviceintegratedtoanelectricgrid .ItislocatedattheZhelangTown ( 2 2°39’Nand 1 1 5°34’E) ,ShanweiCityofGuangdongProvince .Theresearchanddevelopmentofthe 1 0 0kWOWCshore linewavepowerstationissupportedbyChina′sNationalKeyTechnologiesR&DPrograminthe 9thfive yearplan .TheconstructionofthestationstartedinJune 1 998andwascompletedinFebruary2 0 0 1 .Uptonow ,ithasbeenoperatingfor2years …     

单立柱桶基平台整体结构静,动力分析

桶基平台是以桶形基础代替传统的桩基础,是海洋工程结构的一种新型基础形式,该平台是板壳和梁组成的空间结构,受力复杂,本文采用弹性抗力法解决桶形基础与土壤相互作用,用水平弹簧模拟桶基与土壤相互作用,采用板壳和梁的计算模型对平台结构进行分析,为平台的结构设计提供了依据。     

Monte-Carlo Simulation of Surface Crack Growth Rate for Offshore Structural Steel E36 Z35

—The Monte-Carlo method is used to simulate the surface fatigue crack growth rate foroffshore structural steel E36-Z35,and to determine the distributions and relevance of the parameters in theParis equation.By this method,the time and cost of fatigue crack propagation testing can be reduced.Theapplication of the method is demonstrated by use of four sets of fatigue crack propagation data foroffshore structural steel E36-Z35.A comparison of the test data with the theoretical prediction for surfacecrack growth rate shows the application of the simulation method to the fatigue crack propagation tests issuccessful.     

测井地震联合建模方法在地质导向前导模型中的应用

在地质导向钻前建模过程时,通常利用水平井附近的多口邻井确定钻遇地层的深度及方位,该层的井间横向构造起伏可以利用解释层位来控制趋势;当井眼处测井解释的深度与解释的地震层位深度有差异时,建立的前导模型将有很大的误差。此文采用测井地震联合建模的方法来控制误差范围。该方法首先利用测井解释结果对大套的地震解释层位进行校正,根据每口井解释的小层厚度,利用滑动平均算法构造小层等厚体数据,然后利用校正后的地震解释层位横向约束控制地层起伏,建立每一地质小层的构造图,以此提高地质导向水平井着陆精度。实际资料验证,该方法会大大减小误差,能把模型误差控制在2m的范围内。     

计算结构可靠度的RBF神经网络响应面法

对功能函数不能明确表达的问题进行可靠度分析,常采用响应面法。其中二次多项式响应面法应用较为广泛,采用与此方法相同的思路,提出了RBF神经网络响应面法,并通过算例与常用的BP神经网络响应面法进行了对比分析,该方法在学习速度、迭代次数等方面均优于BP神经网络响应面法。该方法用于大型复杂结构的可靠性分析,可相应提高工作效率和解题质量,具有一定实际应用价值。     

Assessment of structural stability in Bohai Sea area based on AHP-GDM model

The AHP-GDM model is used for the assessment of structural stability, with the Bohai Sea area as an example. In this model, the credit degree of each expert is calculated through the assessment matrix based on the similarity and diversity of vector. The comprehensive opinions of expert panel are quantitatively obtained by considering the effect of credit degree. According to the geological structural setting, the Bohai Sea is divided into twelve assessment zones of structural stability by non-uniform element method. The structural stability grade of each zone is obtained on the basis of the latest geophysical data, earthquake statistical data, and the information of fault activities, current stress field and crustal deformation. The results show that there are one relatively stable area, three relatively sub-stable areas, six relatively sub-unstable areas and two relatively unstable areas. The assessment results of non-uniform element method are very close with those of uniform grid method with size of 0.25° in longitude direction and 0.14° in latitude direction. However the workload of non-uniform element method is only 1/16 of the latter. Compared with traditional assessment methods of structural stability, a more objective and reliable assessment result can be obtained by combining non-uniform element method and AHP-GDM model.     

海洋溢油合成孔径雷达图像特征提取及其关键度分析

就SAR图像溢油检测的方法论而言,用于识别溢油和疑似现象的定性或定量的统计特征量选择,通常是任意的。对于不同的分类模型,所选用的特征量也不尽相同。主要是进行海洋SAR图像特征提取及其关键度分析。其目的是将"最小距离"判别法应用于海上溢油和疑似溢油的识别研究。首先,针对海洋SAR图像溢油检测常用的特征量,进行冗余处理;然后,引入关键系数,定量地研究特征量的关键度,提取显著特征量;藉以构造一个多维的特征矢量空间,以适于最小距离判别法在特征矢量空间中进行溢油和疑似溢油的识别研究。     

An Interpretation of the Seafloor Spreading History of the West Enderby Basin between Initial Breakup of Gondwana and Anomaly C34

The seafloor spreading evolution in the Southern Indian Ocean is key to understanding the initial breakup of Gondwana. We summarize the structural lineaments deduced from the GEOSAT 10 Hz sampled raw altimetry data as well as satellite derived gravity anomaly map and the magnetic anomaly lineation trends from vector magnetic anomalies in the West Enderby Basin, the Southern Indian Ocean. The gravity anomaly maps by both Sandwell and Smith 1997, J. Geophys. Res. 102, 10039–10054 and 10 Hz raw altimeter data show almost the same general trends. However, curved structural trends, which turn from NNW–SSE in the south to NNE–SSW in the north, are detected only from gravity anomaly maps by 10 Hz raw altimeter data just to the east of Gunnerus Ridge. NNE–SSW structural trends and magnetic anomaly lineation trends that are perpendicular to them are observed between the Gunnerus Ridge and the Conrad Rise. To the west of Gunnerus Ridge, structural elements trend NNE–SSW and magnetic polarity changes are normal to them. In contrast, almost NNW–SSE structural trends and ENE–WSW magnetic polarity reversal strikes are dominant to the east of Gunnerus Ridge. Curved structural trends, which turn from WNW–ESE direction in the south to NNE–SSW direction in the west, and magnetic polarity reversal strikes that are almost perpendicular to them are observed just south of Conrad Rise. The magnetic polarity reversals may be parts of the Mesozoic magnetic anomaly sequence that formed along side of the structural lineaments before the long Cretaceous normal polarity superchron. Curved structural trends, detected only from gravity anomaly maps by 10 Hz raw altimeter data, most likely indicate slight changes in spreading direction from an initial NNW–SSE direction to NNE–SSW. Our results also suggest that these curved structural trends are fracture zones that formed during initial breakup of Gondwana.     

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。     

An Intelligent Method for Structural Reliability Analysis Based on Response Surface

As water depth increases, the structural safety and reliability of a system become more and more important and challenging. Therefore, the structural reliability method must be applied in ocean engineering design such as offshore platform design. If the performance function is known in structural reliability analysis, the first-order second-moment method is often used. If the performance function could not be definitely expressed, the response surface method is always used because it has a very clear train of thought and simple progranuning. However, the traditional response surface method fits the response surface of quadratic polynomials where the problem of accuracy could not be solved, because the true limit state surface can be fitted well only in the area near the checking point. In this paper, an intelligent computing method based on the whole response surface is proposed, which can be used for the situation where the performance function could not be definitely expressed in structural reliability analysis. In this method, a response surface of the fuzzy noural network for the whole area should be constructed first, and then the structural reliability can be calculated by the genetic algorithm. In the proposed method, all the sample points for the training network come from the whole area, so the true limit state surface in the whole area can be fitted. Through calculational examples and comparative analysis, it can be known that the proposed method is much better than the traditional response surface method of quadratic polynomials, because, the amount of calculation of finite element analysis is largely reduced, the accuracy of calculation is improved, and the true limit state surface can be fitted very well in the whole area. So, the method proposed in this paper is suitable for engineering application.     

现代黄河水下三角洲全新世以来土层岩土工程参数与沉积环境之间的关系

根据近几年来的实际勘探资料,对现代黄河水下三角洲埕北海域的复构三角洲从平面和垂向上做了综合性的工种地质评价,确定了底质类型以粉土为主局部分布有粉质粘土的平面格局和全新世以来沉积四层标准化地层的空间架构,并对其力学性质指标和物质性质指标的关系进行了统计,得出相关关系式。