船舶总纵极限强度模糊可靠性研究

本文以模糊数学和结构可靠性基本理论为基础,分析了传统随机可靠性理论的不足,并在常规模糊可靠性理论研究的基础上,利用模糊集合与普通集合之间的转换关系,研究了模糊变量组合时的可靠性计算方法,拓展了模糊可靠性理论的使用范围.通过对模糊可靠度计算结果分析发现,模糊可靠性理论使设计更加科学,更加符合工程实际;模糊变量组合在船舶总纵极限强度可靠性上的应用,避免了传统计算方法由于变量统计数据不足而导致的偏差,减少了很多繁复的数学运算.算例分析验证了本文方法的准确性和实用性.     

湘潭湘江四大桥桩基混凝土的配合比设计及其应用

本文综述了湘潭湘江四大桥桩基混凝土配合比设计过程中对原材料的选择,及其在实际工程应用过程中灵活使用外加剂后掺法解决了外加剂与水泥适应性不良的问题,保证了工程的质量和施工进度。     

关于金融法体系构建的若干思考

对于金融法体系的构建,学者们的观点不一。很多学者提出了金融法的体系,但是认识有所不同。对金融法体系的构建存在的偏差,原因在于很多学者忽视了或者说是错误理解了法学体系和法律体系的区别。我们应当分析法学体系和法律体系的区别,认识到对金融法的体系不能简单的固定,只能是随着社会的发展和时代的进步而不断地加以完善。     

工程机械柴油机的匹配选择

为选择适应工程机械使用特点的柴油机，对工程机械配套的柴油机选型方式进行了概括分析，着重介绍在柴油机对比选择时的关键性能参数。说明了工程机械用柴油机抗过载能力的特殊要求，总结出通过性能参数和曲线的对比来匹配选择柴油机的方法。     

变频调速系统的管理和维护

分析变频器运行中的常见故障,介绍做好变频调速系统日常管理和维护的方法.     

西北太平洋波浪数据库的开发与应用

基于中国船舶科学研究中心有关人员编著的《西北太平洋波浪统计集》一书，提出了一个西北太平洋波浪数据库系统，并介绍了它的主要功能、组成结构和应用实例。该数据库系统能有效地应用于舰船和海洋平台的设计。     

渤海波浪地理信息系统的建立

随着地理信息系统(GIS)的广泛应用,建立一个具有波浪预报或后报功能的信息系统为工程建设服务,不仅十分必要,而且随着波浪模拟技术的发展变得可能。文中论述了采用第三代波浪模型中的SWAN(SimulatingWAves Nearshore)来模拟渤海波浪场,在获得较长时间波浪模拟结果的基础上,对渤海波浪地理信息系统的建立进行了一些尝试和探索。这些波浪资料对于港口及海洋工程是十分必要的。     

同步发电机参数辨识的相关方法探讨

随着电网安全及稳定运行问题的重要性日益突出,基于获得准确的系统模型和参数辨识方法,优化同步发电机相关参数将是十分有意义的。本文针对当今几种比较典型的参数辨识方法做了系统的介绍,通过比较得出何种方法对于同步电机的参数辨识是最适合的。     

和谐社会视角下的资源节约型社会建设

和谐社会实质上就是几大和谐关系的统一与人的全面发展。人的全面发展最终取决于人与自然的关系。建设资源节约型社会,可以促进人与自然的更加和谐。通过明确资源节约型社会的思想方向,奠定资源节约型社会的文化基础,完善资源节约型社会的制度支撑,实现资源节约,促进社会和谐。     

Distribution of suspended sediment in the coastal sea off the Ganges–Brahmaputra River mouth: observation from TM data

Remote sensing technique was applied to estimate suspended sediment concentration (SSC) and to understand transportation, distribution and deposition of suspended sediment in the estuary and throughout the coastal sea, off the Ganges–Brahmaputra River mouth. During low river discharge period, zone of turbidity maximum is inferred in the estuary near the shore. SSC map shows that maximum SSC reaches 1050 mg/l in this period. Magnitude of SSC is mainly owing to resuspension of the bottom surface sediments induced by tidal currents flowing over shallow water depths. The influence of depth on resuspension is farther revealed from the distribution and magnitude of SSC along the head of Swatch of No Ground (SNG) submarine canyon. During high river discharge period, huge river outflow pushed the salt wedge and flashes away the suspended sediments in the coastal sea off the river mouth. Zone of turbidity maximum is inferred in the coastal water approximately within 5–10 m depth of water, where the maximum SSC reaches 1700 mg/l. In this period, huge fluvial input of the suspended sediments including the resuspended bottom sediments and the particles remaining in suspension for longer period of time since their initial entry control mainly the magnitude of SSC. In the estuary near the shore, seasonal variation in the magnitude of SSC is not evident. In the coastal sea (>5 m water depth), seasonal influence in the magnitude of SSC could be concluded from the discrepancy between SSC values of two different seasons. Transportation and deposition of suspended sediments also experiences seasonal variations. At present, suspended sediments are being accumulated on the shallow shelf (between 5 and 10 m water depth) in low discharge period and on the mid-shelf (between 10 and 75 m water depth) during high discharge period. An empirical (exponential) relationship was found between gradual settle down of suspended sediments in the coastal sea and its lateral distance from the turbidity maximum.