油船舱内液面高度测量雷达系统

本文介绍一种微波雷达舱内液位高度测量系统，该系统推广了一般调频连续波雷达的测距原理，利用ＦＦＴ技术从雷达回波信号的频率和相位中提取距离信息，并采用高速信号处理芯片ＤＳＰ实现雷达信号的实时处理，实验结果表明该系统的距离测量精度可以达到１ｍｍ。     

OLE自动化技术及其在经营销售管理中的应用

分析了基于ＶＦＰ开发的ＭＩＳ中应用ＯＬＥ自动化技术实现ＶＦＰ与Ｅｘｃｅｌ进行信息交互的过程。给出了ＶＦＰ和Ｅｘｃｅｌ链接的方法，并以ＯＬＥ实现销售管理的图形分析为例。对该方法作了详细阐述。     

NYPE93与NYPE46中若干条款的比较

在当今众多的期租印备的租约中，以纽约土产格式（ＴＩＭＥ ＣＨＡＲＴＥＲ ＮＥＷ ＹＯＲＫ ＰＲＯＤＵＣＥ ＥＸＣＨＡＮＧＥ ＦＯＲＭ）使用最为普遍，而在各版的ＮＹＰＥ中又以ＮＹＰＥ４６用得最多。随着科学技术和航运业的不断发展，这个修订于半个世纪前的租约格式在很多地方已无法满足现代租船业务的需要。本文试图通过对新旧ＮＹＰＥ格式中若干条款的比较（ＣＨＡＲＴＥＲＥＲ‘Ｓ ＴＯ ＰＲＯＶＩＤＥ，留置问题，     

集装箱船舶报警与监测系统实时仿真软件的开发方法及实现

此文依据ＳＭＳＣ２０００型轮机模拟器报警与监测系统的功能要求,建立了集箱装船舶报警与监测系统实时仿真软件的计算与监测模型,实现了ＶＢ及ＧＦＷ的实时数据通信,实现了相应不同报警工况下的功能要求。     

高频喷射通气对海水淹溺肺水肿兔血气指标和前列腺素的影响

目的 观察高频喷射通气对海水淹溺肺水肿兔血气指标和前列腺素的影响,探讨ＨＦＪＶ的治疗机制。方法 应用血气酸碱分析 ＸＨ－６０１０型γ放射免疫测定仪,对兔动脉血气酸碱６项指标和前列腺素２项参数进行自动检测和定量测量。结果 ＨＦＪＶ组ＰａＯ２血氧饱和度（ＳＯ２）,ｐＨ实际碳酸氢盐,碱剩余,和６－酮－前列腺素Ｆ１（吣－ｋｅｔｏ－ＰＧＦ１α）均比ＰＥ－ＳＷＤ组明显升高,ＨＦＪＶ组血栓素Ｂ２（ＴＸＢ２ 灌     

氧化铁皮对CO2半自动单面焊气孔倾向的影响

本文就坡口上的氧化铁皮对ＣＯ_２半自动陶质衬垫单面焊气孔倾向的影响进行了试验研究,利用Ｘ射线检测、ＯＭ、ＳＥＭ、ＥＤＸ和ＸＲＤ等方法对焊道进行了宏观及徽观分析。结果表明,氧化铁皮主要由Ｆｅ_３Ｏ_４、Ｆｅ_２Ｏ_３和ＦｅＯ组成,并参与反应生成ＣＯ气体;打底层焊缝中形成大量夹杂物易于气泡的形核;陶质衬垫的保温作用使打底层焊道上部先于底部结晶,气泡不易逸出而形成气孔。本文还探讨了防止气孔产生的措施。     

挪威推出新型高速巡逻艇计划

挪威皇家海军军械局（ＮＡＶＭＡＴＣＯＭＮＯＲ）继选择表面效应船（ＳＥＳ）作为新型“Ｏｋｓφｙ”级猎雷艇的船型后，又在它的高速艇（ＦＰＢ）计划中选用了表面效应船，该计划包括八条新级导弹艇，将从１９９７年开始取代“Ｓｔｏｒｍ”级巡逻舰。     

特种材料的工程应用

本文针对性地介绍了应用在舒艾拜油码头修复工程中的特种材料，即ＡＬ－ＧＵＲＧ ＦＯＳＲＯＣＬＬＣ公司和ＦＥＢ ＭＡＳＴＥＲ ＢＵＩＬＤＥＲＳ ＴＥＣＨＮＯＬＯＧＩＥＳ公司的系列产品。     

高压氧致大鼠氧惊厥时脑内氧自由基含量的变化

目的：对氧自由基（ＯＦＲ）在高压氧（ＨＢＯ）引致氧惊厥发生过程中的作用及其机理作初步探讨。方法：１０５只ＳＤ雄性大鼠被随机分为常压空气组、高压常氧氮组、ＨＢＯ组、ＶｉｔＣ－ＨＢＯ组、ＶｉｔＥ－ＨＢＯ组、ＳＯＤ－ＨＢＯ组、ＨＢＯ惊厥组、Ｖｉｔ－Ｃ－ＨＢＯ惊厥组、Ｖｉｔ－Ｅ－ＨＢＯ惊厥组和ＳＯＤ－ＨＢＯ惊厥组共２０个组。进舱前Ｖｉｔ－Ｃ－ＨＢＯｘｅｇ ，Ｖｉｔ－Ｅ－ＨＢＯ组、ＳＯＤ－ＨＢＯ组，Ｖｉｔ－     

第31次IMOSTW小组委员会

ＩＭＯ第 31次ＳＴＷ (培训与值班标准 )小组委员会会议将于 2 0 0 1年 1月 1 0日～ 1 4日召开。会议暂定议题如下 :1 .通过议题 ;2 .ＩＭＯ其它组织的决定 ;3.示范培训课程内容的有效性 ;4.引水员的培训与资格证书以及总会决议485(Ⅻ )规则的修正 ;5.1 995年ＳＴＣＷ会议的跟踪活动 ;6.1 995年ＳＴＣＷ Ｆ会议的跟踪活动 ;7.事故分析 (与船旗国小组委员会的协调 ) ;8.ＥＣＤＩＳ操作训练指南的制定 ;9.船员身体适应性标准 ;1 0 .ＩＭＯ标准海事通信用语 (与航海安全小组委员会协调 ) ;1 1 .与船员资格证书有关的不法行为 ;1 2 .有关压载水…     

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.     

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.     

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.     

第34届海洋、离岸及极地工程国际会议(英文)

正St.John's,Newfoundland,Canada,May 31-June 5,2015 OMAE2015 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;     

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。     

沉箱重力式码头施工期间沉降位移观测与分析

介绍某码头工程3万吨级码头和5000吨级码头施工期间的沉降变位观测过程及对观测数据的分析,为类似工程提供参考。     

恶劣电磁环境下PLC控制系统抗干扰技术研究

该文结合工程实践,研究了某型船模PLC控制系统抗干扰技术。依据干扰产生的原因,分析了系统干扰的来源,并提出了抑制干扰的具体措施。通过硬件和软件的优化设计,提高了控制系统抗干扰能力。实践证明,经过优化设计的PLC控制系统运行安全,稳定,控制效果得到明显提高。