场桥确保安全控制装置改造方案

为了提高场桥操作和检查维修的安全性,建立了一个可移动式手柄控制系统。介绍了技术改造的方案。阐述了可移动式手柄控制系统的原理。介绍了操作方法和注意事项。这项目取得了良好效果。     

磁控电抗器在北良港变电所无功自动补偿装置中的应用

北良港#3变电所所供电力变化较大,导致其功率因素极低,为此进行了改造,使用了磁控电抗器。介绍了#3变电所的概况。提出了改造要达到的目标,详细介绍了改造方案,作了经济性分析。这一方案达到了节能降耗的目的。     

超高加筋土挡墙稳定性研究

文中根据工程实践,对超高加筋土挡墙的稳定性进行了深入地研究。给出了针对高落差挡墙的设计方案,阐述了加筋土挡墙稳定性验算的方法和原理,系统地分析了加筋土挡墙的内部稳定性和外部稳定性,最后通过工程实例,验算了两阶超高加筋土挡墙的稳定｜陛,给出了详细的计算结果,为加筋土挡墙的设计提供了理论依据和技术支持。     

中国船舶重工集团公司技术档案馆先进性教育活动取得显著成效

中国船舶重工集团公司技术档案馆历时四个月的保持共产党员先进性教育活动目前告一段落。活动总体上达到了先进性教育活动的目标要求，取得了四方面的成效：一是广大党员思想素质得到了新的提高；二是党组织的凝聚力得到了增强；三是推动了单位的改革和发展；四是坚持教育促发展，推动了向中央档案馆移交档案等工作的顺利进行，做到了“两不误，两促进”。     

唱响安全发展构建和谐企业

中远集团2008年安全生产工作电视电话会于1月4日隆重召开。总裁魏家福、党组书记张富生作了重要讲话，肯定了2007年的安全生产工作并提出了新的要求。张良副总裁在会上作了工作报告，全面系统地总结了集团2007年安全生产工作，认真分析了当前中远集团所面临的形势，指出了存在的问题和薄弱环节，提出了一系列的保障措施，部署了今年的安全生产工作任务。国家海事局刘功臣常务副局长到会并作了重要讲话，同时对中远集团安全工作给予了充分的肯定，提出了五点要求。     

“胜利404”船艉轴轴承改造

文章论述了艉轴橡胶轴承的失效形式,艉轴承改造的修复方案,进行了2种方案的对比,论证了实施方案的可行性。制作了方案实施的专用工具,改造后取得了良好的使用效果。     

春天写意

春来了,沉睡了一个冬季的物种开始萌动起来,那枯萎的苍黄开始有了生机,那苍白的霸占了整个冬季的雪在太阳的照耀下瘫软在了春的怀中,化成一股股柔和而温暖的水流滋润着整个大地。嫩绿的麦苗儿挣脱了厚厚的"棉被"调皮地伸出了绿绿的叶子。小草也开始从土地里钻出了它的小脑袋,嫩黄嫩黄的芽儿娇憨地看着周围的一切。树枝上叶芽也不甘示弱开始探头探脑的,在风姑娘的热情而温柔的召唤中,羞羞答答地在一夜     

服务实战需要

放眼望去,世博正在闪出一团耀眼的光亮,照亮了2010年的中国,照亮了2010年的上海,照亮了创新的追求,照亮了进步的渴望。     

服务实战需要

放眼望去,世博正在闪出一团耀眼的光亮,照亮了2010年的中国,照亮了2010年的上海,照亮了创新的追求,照亮了进步的渴望。     

爆破挤淤法在连云港旗台港区北围堰工程中的应用

在连云港旗台港区北围堰工程中的应用了爆破挤淤技术。介绍了爆破挤淤技术机理,并对其进行了分析。介绍了爆破挤淤施工工艺。分析了影响爆破挤淤效果的因素,并介绍了如何提高爆破挤淤堤施工进度,进行质量检验的一些方法。     

船舶主机缸套裂纹起因及其对策

论述船舶主机缸套产生裂纹的原因和易出现裂纹的部位，提出了避免裂纹产生的措施和主机日常管理中应注意的事项，指出合理得当的操作和适当的保养可以避免一些裂纹的产生，延长主机的使用寿命。     

飞机轮载作用下的甲板动响应

本文从工程应用的角度出发，提出了一个逆求飞机起落架系统非线性动力特性的方法，并将飞机起落架系统以及在波浪运动的船体国反结构看作一个耦合的动力学系统，建立了一套着舰飞机与甲板瞬态相互作用的动力学分析方法，用该方法可以预报在各种海况，航速及机降工况下舰船甲板的动应及飞机承受的冲击过截，本文给出了计算例子。     

基于GMM和枪声的军事环境判别

枪声在军事环境下是一个令人高度重视的声音信号。针对其所含信息量的重要性，提出了一种基于枪声检测的军事环境判断方法。首先利用基于中值滤波的算法检测出枪声的起止点；采取反应人耳听觉机理的声音信号动态特征-Mel倒谱系数描述声音信号；然后利用基于高斯混合模型的枪声检测及识别系统完成对枪声的分析从而实现对当前军事环境的判断。实验结果证明了该方法的准确性和有效性。     

雷达/红外复合制导系统雷达对红外引导评估

对于雷达/红外复合制导系统,分析和推导了用雷达对红外成功引导概率的解析表达式,给出了该成功引导概率随一些特征参数变化的规律,仿真实验结果验证了引导概率的性质,从而对研究和设计雷达/红外复合制导系统具有一定的参考价值。     

海上油气平台可燃气体探测器的布置、选型、安装和维护

在海上平台油气生产中，有效地利用可燃气体探测器来检测海上生产设备的泄漏状况，并及时采取相应的保护措施，是保证油气生产和人身安全的重要一环。但目前对海上油气平台可燃气体探测器工程设计的系统研究却鲜见于国内外的工程文献中，针对这一现状，在研究国内外现有规范和标准以及工程设计经验的基础上，通过分析可能产生泄漏的工艺设备、可燃气体性质和外部环境等因素来确定可燃气体探测器的物理位置，同时完成可燃气体探测器的选型，并根据现场的工作环境合理安装可燃气体探测器，最后总结探测器使用维护中需要注意的问题。对可燃气体探测器的布置、选型、安装和维护的系统总结和分析研究为海上平台火气系统的设计提供了技术支持，从而进一步保障海上油气平台的生产安全。     

Effects of adhesive type on the mechanical properties of adhesive joints between polyurethane top coats and polyurethane-based adhesives after accelerated atmospheric ageing

The performance of a sealed stainless steel bracket system, adhesively bonded with two polyurethane-based adhesives (flexible adhesive, stiff adhesive) onto a marine polyurethane top coat, is investigated. The investigated joint connections on the coatings exhibited a high mechanical stability even after accelerated ageing (salt spray exposure, cyclic temperature variations, high relative humidity). The aged joints retained up to 81% of their tensile strength and up to 92% of their lap-shear strength. The torsional rigidity of the adhesive joint exceeded the required clamping torque of the designed bolt. A cyclical lifetime of >9·10⁶ load cycles was estimated. Effects of cyclic ageing on the creep performance of the adhesive joint were found to be insignificant. Under tensile loads, the joints with stiff adhesive material exhibited a linear-elastic performance without the capability to deform prior to failure. The joints with the flexible adhesive material, in contrast, exhibited a behavior typically for ductile materials featuring a pronounced yield plateau prior to failure. Failure loads were higher, and displacement was notably lower, for the joints with stiff adhesive material. All joint connections met the requirements for a safety factor for the design for marine applications (11.6 for the flexible adhesive; 14.3 for the stiff adhesive). When the flexible adhesive is applied, the cohesive strength of the adhesive material is the limiting design factor. When the stiff adhesive is utilized, the load carrying capacity is higher, and the interface between priming coat and steel substrate is the limiting design area of the joints. The strength utilization of the adhesive materials depended on the particular structure of the entire joint configuration, particularly on the interface between steel substrate and the coating material. A number of assessment factors, namely stress limit factor, coating adhesion factor and safety factor, are introduced and discussed for tensile and shear loads.     

对规范JTJ 298—1998 的几点建议

在斜坡堤的设计中,堤心石规格选取关系到工程的实际施工可能性以及工程造价;人工护面块结构类型的选择关系到断面整体稳定性以及块体的使用耐久性;护面块稳定质量计算公式用于人工块体和自然块石时应有不同的要求。规范JTJ 298—1998《防波堤设计与施工规范》中的条文对上述几项内容只进行了简单描述。针对上述内容,对规范JTJ 298—1998的条文提出几点建议。     

Numerical simulation of piggyback pipelaying under current loadings

For piggyback pipelaying operations, current-induced force and its effect on the piggyback pipe have not been thoroughly studied. In the present study, an improved method in hydrodynamic load calculation and structural modelling is proposed to simulate the pipelaying of a piggyback pipeline. In order to obtain the mean drag and lift force coefficients for the piggyback pipeline subjected to different inflow angles, two-dimensional Computational Fluid Dynamics (CFD) simulations are performed by modelling the piggyback pipeline as two cylinders attached to each other without gap. Then, the acquired force coefficients are used to calculate the hydrodynamic loads through a user-defined function in OrcaFlex based on a cross-flow principle approach. The interaction between the pipeline and the piggyback cable is modelled using two types contact elements which are ring penetrator and non-penetrating contact. The present proposed method is compared with other two widely used engineering methods based on (1) the equivalent diameter and (2) two separate cylinders without accounting for hydrodynamic interaction, in terms of the top tension, and the bending moments at Hang-off Clamps (HOC) and sagbend of the pipeline. The comparison shows that the two widely used engineering methods are not always conservative in force and response predictions. Hence, it is important to consider the hydrodynamic and structural interactions between the piggyback cable and the pipeline. With different current directions, the bending moments at the HOC predicted by the present method vary from 40% lower to 100% higher than those predicted by the two widely used engineering methods.     

Land use/transport models and economic assessment

This paper discusses the economic assessment of policies using land use/transport models. It argues that conventional forms of assessment focussing only on transport changes can underestimate the economic benefits of a policy. The paper argues that the benefits need to be measured by the changes of prices at the end of a trip and not just by the changes in travel costs. Models that do not estimate the changes of prices at the end of a trip cannot properly assess the impact of a policy.The model used in this paper is based on the MEPLAN software and estimates the location of households and employment and the interaction between them. It also estimates the cost of living for households and the production costs for employment. With these costs, it is possible to calculate the wider economic benefits beyond transport.The paper illustrates the assessment of policies for the Cambridge sub-region involving investment in public transport, orbital highway and congestion charging policies. The results forecast by the model are assessed in terms of the conventional cost-benefit using traveller’s surplus as benefits and compared with a wider assessment measure of compensation variation. It demonstrates that the last measure encompasses the wider benefits associated with transport policies which are not taken into account in conventional cost-benefit analysis.