深水铺管起重船驾驶模拟系统设计与实现

基于实时仿真软件Vega Prime和仪表仿真软件GL Studio开发深水铺管起重船驾驶模拟系统,通过分析深水铺管起重船驾驶特点,对驾驶模拟系统进行了总体及分系统功能设计,建立了风浪中船舶运动数学模型,逼真模拟深水铺管起重船驾控设备仪表和航行环境,实现了船舶驾驶模拟训练功能,达到了深水铺管起重船驾驶人员的桌面级驾驶培训要求。     

深水铺管起重船建造方法及建造精度技术研究

鉴于深水铺管起重船"海洋石油201"船是中国首艘3 000 m深水铺管起重船,设计和建造难度大,在分析深水铺管起重船结构特点的基础上,着重对总体建造、焊接、精度控制技术进行研究。首先,应根据结构特点划分分段/总段,提高预舾装率;其次,托管架的焊接工艺是本船焊接的核心工艺,其安装精度的好坏直接影响铺管的功能;最后,通过制定合理的布置方案,加强过程控制,总组工具和工装优化,引入全站仪和三维模拟软件,实现精度管理。     

深水/浅水铺管起重船尾部结构设计

介绍了深水和浅水铺管起重船尾部的结构和布置,针对铺管起重船尾部区域具有设备多、局部载荷大和结构形式复杂的特点,分析了尾部结构设计中的难点。通过采用有限元方法对尾部结构进行建模、加载和计算,评估了尾部船体支撑结构以及起重机基座结构在各种载荷(特别是起重机载荷)作用下的强度。通过对计算结果进行进一步的分析,比较了深水和浅水两种类型的船舶尾部结构特点。另外介绍了使用有限元计算方法对尾部结构进行简单优化的设计过程。最后得出了具有实用价值的结论。     

深水半潜式起重船J-Lay系统布置研究

为适应多功能作业需求,大型深水半潜式起重船往往配备J型铺管系统。由于起重船吊机占有很大甲板面积和重量,J型铺管系统的布置对结构强度、船舶稳性等都有较大影响。通过对国际上已有深水半潜式起重船J-lay系统的布置方案进行对比分析,提出了深水半潜式起重船J-Lay系统布置的优选方案。     

深水半潜式16000吨铺管起重船总强度分析

以某新型深水半潜式16 000t铺管起重船为研究对象,依据三维绕射理论计算波浪诱导载荷与运动,采用谱分析法确定设计波参数,进行了航行、铺管、起重、生存等装载情况下,共计35个波浪工况的波浪载荷预报。在建立了深水半潜式铺管起重船的总体结构模型后,对结构模型施加设计波浪载荷,通过有限元计算分析,获得了总体结构的应力计算结果和应力分布趋势,可为今后半潜式铺管起重船结构总体强度的评估提供依据。     

深水铺管起重船作业视景仿真研究

基于三维建模软件MultiGen Creator、实时仿真软件Vega Prime和程序开发软件Visual Studio 2005开发深水铺管起重船驾驶模拟系统的视景仿真子系统,结合深水铺管起重船实际作业环境特点和训练要求,逼真模拟了深水铺管起重船的航行环境,以三通道视景显示技术直观再现船舶海上航行状态和作业场景,包括场景漫游、波浪仿真、海洋特效、大气环境仿真和碰撞检测,为驾驶人员的桌面级驾驶培训提供感官上真实生动的虚拟场景.     

船艉线型对船舶阻力性能的影响

以船体阻力性能为优化对象,基于改造母型船法,分析船艉线型的改变对船舶阻力性能的影响。根据船舶主要参数设计要求,参考同类船型,利用Tribon-Lines模块对船舶艉部型线进行改造,生成两种方案船型,并通过CFX软件对母船型以及方案船型进行粘性绕流场的数值模拟,讨论不同航速下艉部线型对船体总阻力的影响。研究结果表明,在以船体阻力性能为优化对象时,选优后的方形艉在相同的航速下阻力低、消耗的功率小、形状效应小、粘压阻力和摩擦阻力也相对较小。     

深水铺管起重船DP-2/DP-3系统设计概述

深水铺管起重船在铺管工况需要满足动力定位附加标志DP-2的要求,在起重工况需要满足动力定位附加标志DP-3的要求。文中简要介绍深水铺管起重船动力定位系统设计过程和设计要点,包括推力器、发电机台数和容量的确定、配电系统、推力器遥控系统、功率管理系统、不间断电源系统的设计,电缆和管系的布置以及故障模式和影响分析。     

深水铺管船托管架总装工艺探讨

托管架是深水管道铺设中的重要设备之一,结合深水铺管起重船托管架建造项目,针对托管架的装配特点,从托管架的制造精度控制、虚拟装配、吊装、工装设计等方面对深水铺管托管架的海上总装工艺进行了探讨,进而为大型结构物的海上装配提供了技术参考.     

铺管船的锚绞机选型安装及调试研究

锚绞机作为平台或大型船舶系泊的重要组成部分,是平台或船舶在水域中抛锚停泊、起锚所使用的必要机械设备,用来帮助平台或船舶安全迅速地靠、离码头.以3000m深水铺管起重船为例,叙述了深水铺管起重船从锚绞机的选型、安装及调试的内容,供安装及调试人员参考.     

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.     

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.     

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.     

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。     

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.     

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.     

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.     

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。     

单相PWM整流器的建模与仿真分析

文章详细分析了单相VSR型PWM整流器的整流原理,建立了电流内环,电压外环的单相VSR型PWM整流控制器的数学模型和逻辑框图。在MATLAB／Simulink软件环境中进行了仿真,分析了模型的可行性。