基于小波变换与变步长LMS算法的船舶磁场信号检测

针对检测船舶磁场信号时信噪比较低的问题,提出了一种基于小波变换与变步长LMS算法的检测方法.根据船舶磁场信号的实际特征,首先对信号进行小波分解,并提取最后一层的低频分量,滤除高频噪声;再采用变步长LMS算法对低频分量进行自适应滤波,进一步滤除噪声,提取船舶目标特征信号.船模实验的结果表明,该算法可以显著提高信噪比,增强...     

互补对LMS自适应算法在噪声消除中的应用实现

在接收超低频信号时,由于受到天线辐射效率和海水衰减的限制,噪声的存在是对有用信号最大的干扰.传统的算法可靠性受限,可以采用自适应算法来实现噪声消除.一般LMS算法收敛速度快但稳态误差大,通过搭建自适应滤波模型,对其改进算法即互补对LMS算法进行仿真.结果表明,这种自适应算法滤波后稳态误差较小,对噪声的消除具有良好的效果.     

关于几种变步长LMS算法的讨论

LMS算法是自适应滤波应用中一个非常重要的算法,在传统的LMS算法基础上又有多种改进的算法被提出,以适应实际的需要.文章通过举例的方式,列举几种常见的改进型LMS算法,并说明其改进后的优点以及在实际应用中存在的缺陷.     

基于LMS算法的卫星通信回波抵消方法

分析卫星通信中回波的产生原因及两种消除回波的方法．采用LMS算法优化回波抵消器中的自适应滤波器，来改善卫星通话质量，并对基于该算法的滤波器滤波效果进行MATLAB仿真。     

两种自适应噪声抵消算法的性能仿真

介绍了自适应噪声抵消系统及其核心部分一自适应滤波器的基本原理和常见算法,并采用LMS、NLMS算法在Matlab平台中进行了系统消噪性能的仿真对比,讨论了不同参数设定对系统性能的影响.结果表明,当其他条件不变时,所选用步长或者滤波器阶数的增加,会造成滤波器自适应学习时间加长,失调系数变大,消噪性能趋于恶化;对于有色噪声的消除,NLMS算法有明显优势和效果,而LMS算法则存在梯度噪声被放大、失真度高等问题.     

一种基于钟形函数的变步长LMS算法

在干扰消除背景下,提出了一种基于钟形函数的变步长LMS自适应滤波算法。通过理论分析和计算机仿真验证了该算法在提高收敛速度和减小稳态误差上的优越性,并分析了参数选取对算法性能的影响。     

直扩系统中基于小波包变换的自适应窄带干扰抑制技术

利用小波包变换进行抑制的算法进行分析,将小波包分解与自适应滤波技术结合起来,对受扰子带采用改进的LMS自适应算法进行滤波处理,有效弥补了有用信号的损失,提高了系统性能,并给出仿真性能的比较.     

LMS算法在舰船磁场信号检测中的应用

针对检测舰船磁场信号时信噪比较低的问题,提出了一种基于变步长LMS算法的检测方法.根据舰船磁场信号的实际特征,首先采用小波阈值去噪法对实测信号进行处理,去除测量信号中的白噪声,并提取最后一层的低频分量,滤除高频噪声;再采用变步长LMS算法对低频分量进行自适应滤波,进一步滤除噪声,提取舰船磁场特征信号.船模实验的结果表明,该算法可以显著提高信噪比,增强了对舰船磁场信号的检测能力.     

一种自适应LMS滤波的改进算法

在传统的LMS(Least Mean Square)算法中,固定步长选取影响收敛速度与稳态误差,而且两者不可兼得.为此,本文提出了一种改进的LMS算法.在计算机仿真自适应信道均衡中,该算法的性能明显优于传统的LMS算法,而计算量增加甚少.理论分析与计算机模拟证实了该算法的优越性.     

基于波束形成的海上智能天线算法

远距离海上雷达探测由于海上环境的复杂性容易受到杂波干扰,常用的最小均方算法通过在干扰噪声中形成主波束并引导至目标信号,有效解决了杂波干扰问题。通过对自适应智能天线波束形成技术的海上应用进行研究,给出了常用的天线阵列结构模型和信号模型,研究了智能天线中的自适应波束成型算法,目前在这一领域的解决方案中最小均方算法最为常见,但其存在收敛速度差、通用性低等问题。本文将优化遗传算法引入,对传统遗传算法中初始种群规划和交叉操作进行了优化和改进。仿真实验表明,与最小均方算法、传统遗传算法相比,优化遗传算法对杂波的抑制效果提高了28%,收敛速度提升了3倍,具有良好发展前景。     

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.