动力定位时时域模拟程序试验验证

在启用新的动力定位系统时,数值和试验验证方法,包括静态动力定位能力分析、动态的时域模拟和模型试验应该用来设计,分析和预测新系统的性能。为了精确并经济地验证动力定位系统的性能,在Matlab\Simulink环境中,开发了一个能够进行一个"试验"来评估一个新设计的动力定位系统和其子系统的程序。另外,这个新开发的动力定位时域模拟程序的可靠性通过对一个半潜平台的模型试验进行了评估。结果表明,这个程序可以作为一个船舶研究工具用来检验新设计的动力定位系统或其新模块。     

动力定位系统推力能力曲线计算分析

推力能力曲线与传统的动力定位能力评估结果不同,它显示着动力定位作业控制时推进系统的推力可执行域。文章通过对动力定位系统仅在力矩平衡约束下的最大推力进行求解,计算了推力能力曲线,并结合相关算例对推力能力曲线的应用进行了分析研究。研究结果表明推力能力图线尽管对于环境载荷的估算依赖很小,但对动力定位能力仍有着很好的反映。而且在动力定位作业控制时,它不但能反映动力定位系统当前的工作状态,同时对可能出现的一些临界状态做出预判,给动力定位系统操控人员提供很好的指导建议。     

2000t海缆作业船推进系统论证研究

推进系统是动力定位系统的一个重要子系统.以一型安装动力定位系统的2000t海缆作业船为对象,通过对其推进系统进行侧向力确定、控位能力分析、配置方案对比等论证研究,确定了与该型船相匹配的推进系统,满足了动力定位系统的使用要求.     

船舶动力定位系统的非线性输出反馈控制研究

传统的船舶动力系统,主要依赖于人工控制,因此不可避免地存在人为失误,导致船舶动力控制失败,造成航行安全。而新型的船舶动力定位系统,主要依赖于电气化控制设备和自动化控制程序,并且系统的复杂度决定了必须采用先进的非线性控制算法,对动力系统进行优化。本文主要研究了船舶动力定位系统的非线性变量,并建立了基于全局的水面船舶轨迹预测算法,通过对控制器中的反馈环路进行优化,提高动力定位系统的稳定性及鲁棒性,同时结合云计算系统,将动力定位系统的数据采集后,进行大数据特性分析,从整体上提高了船舶的航行控制能力。     

动力定位系统在某中型布缆船中的应用

介绍了动力定位系统在国内船舶中的应用现状，论述了动力定位系统的工作原理和系统组成，分析了应用于某中型布缆船的DP-11型动力定位系统的主要操作模式和系统功能，为动力定位系统在布缆船上应用积累了经验。     

耙吸挖泥船动力定位系统模型试验研究

为了评估耙吸挖泥船动力定位系统的定位能力,验证所设计的控制器、滤波器和推力分配算法的有效性,设计了耙吸挖泥船动力定位模型试验系统。文章介绍了耙吸挖泥船动力定位模型试验系统的结构、环境载荷模拟、控制系统和试验步骤,在不同的风、浪、流和作业工况下进行了模型试验。分析试验结果表明,所设计的模型试验控制系统具有较好的效果,为实船工程应用奠定了基础。     

动力定位的推力分配优化策略

动力定位系统主要由测量系统、控制系统和推进器组成,为了提高船舶和海上移动作业平台的动力定位精度,保障深海作业的正常进行,本文针对舰船的动力定位系统推力分配策略进行研究,通过建立动力定位系统的函数模型,结合模糊算法构建了动力定位系统的推力分配策略,取得了良好的控制效果。     

船舶动力定位性能试验

按《船舶动力定位系统检验指南》的要求进行船舶动力定位性能试验，介绍试验中系统安装与运行可靠性验证、系统运行功效考核指标以及试验操作细节等。     

深水铺管起重船总体设计

本文以"海洋石油201"为例简要介绍了深水铺管起重船的技术要点,对总体设计的主要难点做了分析探讨,包括总布置、船舶运动性能、铺管系统计算及布置和动力定位系统配置等。对影响总体布置的铺管系统、大型起重机、锚泊定位或动力定位系统、舱室系统等特点作了介绍,对船舶的运动性能做了简单的叙述,对铺管系统及影响铺管系统的因素做了分析,对动力定位特别是动力定位3系统做了介绍。     

动力定位系统在59K穿梭油轮上的应用

动力定位系统在海洋工程中的广泛应用,极大地提高了船舶及平台运行的操作性与可靠性。本文结合已交付的59K穿梭油轮,分析阐述了动力定位系统中的推进系统、动力系统、控制和测量系统以及辅助系统的总体设计思路。     

第十二届深水操作会议和展览会(英文)

正November 4-6,2014Moody Gardens HotelConvention Center/Galveston,TX The Deepwater Operations Conference and Exhibition is celebrating its 12th anniversary this year.This growing event will continue the tradition of excellence in addressing operational challenges involved in developing deepwater resources.We will return to the Moody Gardens Hotel and Convention Center on November 5-7,2014 in Galveston,Texas.     

The 11th International Conference on Hydrodynamics (ICHD 2014)

正19–24 October 2014 SingaporeCONFERENCE THEMES The overall aim of the ICHD Conference is to provide a forum for participants from around the world to review,discuss and present the latest developments in the broad discipline of hydrodynamics and fluid mechanics.The first International Conference on Hydrodynamics(ICHD)was initiated in 1994 in Wuxi,China.Since then,9 more ICHD conferences were held subsequently in Hong Kong,Seoul,Yokohama,Tainan,Perth,Ischia,Nantes,Shanghai and St Petersburg.Evidently the ICHD conference has become an important event among academics,researchers,engineers and operators,working in the fields closely related to the science and technology of hydrodynamics.The 11th ICHD will be held in Singapore in 2014.     

33rd International Conference on Ocean,Offshore and Arctic Engineering （OMAE2014）

正San Francisco,California,June 8-13,2014.OMAE 2014 is the ideal forum for researchers,engineers,managers,technicians and students from the scientific and industrial communities from around the world to:·meet and present advances in technology and its scientific support;·to exchange ideas and experiences whilst promoting technological progress and its application in industry·to promote international cooperation in ocean,offshore and arctic engineering.In line with the tradition of excellence of previous OMAE conferences,more than 900 technical papers are planned for presentation.Outreach for Engineers Specialty Forum This Specialty Forum is designed for students and professionals who may not be familiar with the Ocean and Offshore industry,as well as those who have just recently specialized in this field.     

Catalyzing Coastal Management in Kenya and Zanzibar: Building Capacity and Commitment

Site-based projects were initiated in Chawka Bay-Paje, Zanzibar, and Nyali-Bamburi-Shanzu, Kenya, to demonstrate the benefits of an integrated coastal management (ICM) approach for addressing coastal issues such as tourism development and enhancement of resource-dependent village economies in eastern Africa. A two-year, multidonor project used three primary strategies to make rapid, but sustainable, progress toward ICM. These included using interagency government teams for ICM planning, adopting an internationally recognized framework for ICM as a project ''road map,'' and explicitly incorporating capacity-building strategies into all aspects of the project. Within two years, integrated ICM action strategies, prepared through participatory processes, were being implemented at both sites, and both teams were working to expand the scale and scope of ICM in their nation. More importantly, the project helped create committed, capable, interagency groups that continue to work together to address urgent ICM issues.     

A simplified method for reliability- and integrity-based design of engineering systems and its application to offshore mooring systems

This paper presents a simplified method for the reliability- and the integrity-based optimal design of engineering systems and its application to offshore mooring systems. The design of structural systems is transitioning from the conventional methods, which are based on factors of safety, to more advanced methods, which require calculation of the failure probability of the designed system for each project. Using factors of safety to account for the uncertainties in the capacity (strength) or demands can lead to systems with different reliabilities. This is because the number and arrangement of components in each system and the correlation of their responses could be different, which could affect the system reliability. The generic factors of safety that are specified at the component level do not account for such differences. Still, using factors of safety, as a measure of system safety, is preferred by many engineers because of the simplicity in their application. The aim of this paper is to provide a simplified method for design of engineering systems that directly involves the system annual failure probability as a measure of system safety, concerning system strength limit state. In this method, using results of conventional deterministic analysis, the optimality factors for an integrity-based optimal design are used instead of generic safety factors to assure the system safety. The optimality factors, which estimate the necessary change in average component capacities, are computed especially for each component and a target system annual probability of system failure using regression models that estimate the effect of short and long term extreme events on structural response. Because in practice, it is convenient to use the return period as a measure to quantify the likelihood of extreme events, the regression model in this paper is a relationship between the component demands and the annual probability density function corresponding to every return period. This method accounts for the uncertainties in the environmental loads and structural capacities, and identifies the target mean capacity of each component for maximizing its integrity and meeting the reliability requirement. In addition, because various failure modes in a structural system can lead to different consequences (including damage costs), a method is introduced to compute optimality factors for designated failure modes. By calculating the probability of system failure, this method can be used for risk-based decision-making that considers the failure costs and consequences. The proposed method can also be used on existing structures to identify the riskiest components as part of inspection and improvement planning. The proposed method is discussed and illustrated considering offshore mooring systems. However, the method is general and applicable also to other engineering systems. In the case study of this paper, the method is first used to quantify the reliability of a mooring system, then this design is revised to meet the DNV recommended annual probability of failure and for maximizing system integrity as well as for a designated failure mode in which the anchor chains are the first components to fail in the system.     

含裂纹钢板复合材料修补强度和刚度数值分析

用ANSYS有限元分析软件对复合材料补片修复含边裂纹和中心裂纹钢板的强度和刚度进行了数值分析.引入相对刚度的概念,研究了钻有止裂孔裂纹的长度对损伤钢板相对刚度的影响,分析了损伤钢板刚度复合材料贴片修补效果;引入屈服载荷提高率的概念,分析了损伤钢板强度的修复效果.     

舰艇反鱼雷技术

对目前舰艇反鱼雷技术中的非杀伤、软杀伤和硬杀伤等比较先进的手段进行了阐述,并在此基础上分析研究了舰艇反鱼雷技术的发展趋势。     

混凝土道路、堆场面层裂缝的产生与防治

从混凝土道路、堆场的各个结构层分析裂缝产生的原因,并针对性地说明预防措施,阐述裂缝维修方法。     

利比亚米苏拉塔市萨瓦瓦区5000套住宅项目中心区设计

从确定符合项目实际情况的设计原则入手,通过利比亚米苏拉塔市萨瓦瓦住宅区中心区总体布局和建筑设计两个方面的设计实践,探讨了"传统、现代与文脉"这一当今时代无法回避的文化议题。并且针对具有鲜明文化、宗教和气候特征的建筑设计的特点、方法与风格进行了总结,为今后的实践提供借鉴。     

Community-Based Management for Sustainable Fisheries Resources in Phang-nga Bay,Thailand

Fishing communities, the Government of Thailand Department of Fisheries, local nongovermnental organizations, universities, the Food and Agriculture Organization of the United Nations (FAO), and FAO's Bay of Bengal Program have undertaken a partnership in management of Phang-nga Bay's coastal resources. It is the first project of its kind in Thailand, and although still in the early stages, offers insights that may contribute to our knowledge of how we can improve our management of coastal resources, including the importance of (1) building relationships within the governance process; (2) combining education, enforcement, and economic incentives to achieve compliance; (3) implementing solutions early; and (4) government support of community-based decisions. These insights reinforce trends emerging in other coastal management projects in the Asian region.