跳频通信链路干扰压制区的研究

基于影响跳频通信链路干扰压制区的因素,针对干扰能量、引导信号强度、有效干扰时间、几何视距等指标,提出跳频通信链路干扰压制区的计算方法,并进行实际分析。     

某型有源雷达干扰弹压制区的计算与仿真

根据有源雷达干扰弹的特点,运用MATLAB运用数学工具对有源雷达干扰弹干扰活动目标侦察雷达时的压制区进行了计算和仿真,并分析了不同条件下压制区的特点和规律,提出了一种有源雷达干扰弹干扰活动目标侦察雷达时的压制区的计算方法。     

通信干扰效能定量分析研究

介绍如何采用定量分析的方法对通信干扰效能进行分析，通过对通信干扰有效压制区的具体数学模型计算，分析不同情况下干扰有效压制区的状况以及干扰功率和通信信号功率之比对通信干扰效能的影响。同样它对于通信干扰仿真建模也具有一定帮助作用。     

水声对抗强干扰对弱信号的压制作用

首先简要分析了强干扰信号造成接收系统的过载情况，然后讨论了声呐系统计算接收机灵敏度和最大作用距离的识别系数，提出用压制系数来作为衡量干扰效果的功率标准，研讨了压制系数和识别系数的关系，最后在纯噪声干扰情况下，对压制系数的选取和实验测量进行了框定。     

对压制干扰条件下火控雷达最大探测距离的评估

利用压制系数依据雷达信号检测原理，建立压制干扰条件下火控雷达最大探测距离的评估模型，并通过计算仿真得出不同压制干扰样式下雷达的最大探测距离。为雷达反干扰操作提供依据，为雷达反干扰的技术改进提供参考。     

干扰机压制雷达网作战效果评估及仿真

文章分析了雷达网系统的特点,在单部干扰机对雷达压制干扰模型进行分析的基础上,提出多点源雷达压制式干扰时的雷达网探测距离模型;以雷达受干扰前后有效探测距离的变化为指标进行干扰作战能力评估;为了能够迅速准确地对多部干扰机对雷达网进行干扰时的干扰效果做出评估,设计了带有操作界面的仿真程序.研究的结果对雷达网的多点源雷达有源压制式干扰研究具有参考价值.     

舰/机协同雷达有源压制干扰作战能力评估

针对舰/机协同雷达支援式干扰作战能力的评估问题,建立了雷达探测距离模型和舰/机载协同支援式干扰模型;分析了雷达探测距离与干扰机增益、干扰机功率之间的关系,雷达与被掩护目标的不同位置关系下的压制干扰能力;分别提出了基于战场态势下的干扰机和被掩护目标的配置和部署的计算方法;对舰/机协同对多部雷达进行支援式干扰的有效压制区域的计算进行仿真.对干扰作战的组织指挥、兵力配置有借鉴价值     

航母编队在对岸进攻中电子干扰飞机空域配置方法

航母编队在对岸进攻中,通常会指派电子干扰飞机前出在一定的空域里对敌进行电磁压制,以提高编队空中突击能力。基于电子干扰飞机任务,提出了电子干扰飞机空域配置的基本要求,运用解析法确定了电子干扰飞机前出距离。根据电子干扰飞机支援干扰所面临的实际问题,分析了干扰波束覆盖干扰飞机机身不同位置的情况下,干扰飞机支援干扰行动所采取的不同干扰方式,确定了电子干扰飞机作战空域的设置及行动方法。最后通过实例进行了分析计算,为对岸进攻中电子干扰飞机空域配置提供了参考依据。     

建立有效干扰区的一种分析方法

雷达干扰压制区的定义及其建立理论比较成熟,认识也比较一致.从另一个角度研究建立有效干扰区的一种分析方法,计算有效干扰区的边界,导出圆形遮蔽区的概念,推出圆形遮蔽区半径的计算公式,最后用计算机进行模拟.     

钢丝绳铝合金压制接头实用技术分析

介绍了钢丝绳铝合金压制接头的使用范围、特点和材料,分析了钢丝绳铝合金压制接头破裂及脱扣现象,对比分析了钢丝绳铝合金压制接头连接钢丝绳与其他方法连接钢丝绳的优势。     

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.     

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。     

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。     

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.