压载水管理履约及我国应对措施研究

由船舶排放压载水引发的外来生物入侵问题,已经给各大航运国造成严重的损害,正成为一个世界性难题.文章结合我国现有立法及压载水管理现状,对我国加入<国际船舶压载水和沉积物控制与管理公约>的履约措施进行深入分析,并提出有关履约建议.     

超宽带技术在短距离无线接入中的应用

介绍了超宽带无线通信技术的特点,着重阐述了基于OFDM的超宽带通信技术,提出该技术在短距离无线接入的应用模式,给出其应用中的关键技术,并就超宽带无线通信技术应用前景作了简要介绍。     

中国海洋救助船主力船型——8000kW海洋救助船

文章介绍了中国海洋救助船及主力船型在设计中的优化组合,对海洋救助船船型,主尺度及设备选择有扼要描述,对该类船型的快速性有深入分析,可以作为今后同类船型的良好借鉴。     

船舶压载水处理规则在船舶设计中的分析

分析了压载水处理系统的处理方式,重点介绍了压载水处理系统的不同点,并以实船为例,介绍了压载水处理系统的应用。随着环境保护意识的不断提高,船舶压载水引起的危害已经引起人们的广泛关注,国际海事组织（IMD）对其提出了要求。     

中国海洋救助船主力船型——8000kW海洋救助船

文章介绍了中国海洋救助船及主力船型在设计中的优化组合,对海洋救助船船型,主尺度及设备选择有扼要描述,对该类船型的快速性有深入分析,可以作为今后同类船型的良好借鉴.     

关于高速艇大回转试验的思考

针对近年来围绕高速艇大回转试验出现的分歧意见,分析了进行高速艇大回转试验的必要性,探讨高速艇大回转试验的程序和方法,提出了尽快更新回转试验标准等建议。     

直线电机轨道交通地面电阻制动的研究

对采用地面电阻制动的城市轨道直流牵引供电系统模型进行介绍,利用Matlab软件对该系统建立了供电网络结构图,利用节点电压法构造矩阵方程,并对此引入的非线性方程组用牛顿迭代法求解.基于地面电阻制动仿真系统(GRBSS),得出电压、电流等结果,对地面制动电阻的容量计算方法和位置设置原则进行探讨.     

基于C/S和B/S混合模式的高速公路工程管理信息系统的分析与设计

通过分析高速公路工程建设项目管理的需求,基于C／S和B／S混合模式,提出设计工程管理信息系统各功能模块的方案．同时分析VPN技术并利用VPN技术构造系统网络平台的方法,对高速公路工程建设项目管理具有重要的现实意义。     

On Safety in Dismantling Temporary Strut of Super-large Tunnels with Double-layer Primary Support北大核心CSCD

More and more multiple-track tunnels and super-large section tunnels have been built, and disman- tling of temporary strut is a weak point of the whole structure during force transfer when the secondary lining is con- structed. It is significant to guarantee structure safety during dismantling of temporary strut. Little systematic re- search on safety in dismantling of temporary strut of the super-large section tunnel with double-layer primary support has been conducted, so the internal force and security of the two-layer primary support of the Xinkaotang tunnel were analyzed by a numerical analysis and site measurement, and it proves the effect of two-layer primary support on the safety during strut dismantling. The research results indicate that: (1) with constant support thickness and one-time longitudinal dismantling length, the safety factor of secondary primary support is larger than that of the first primary support, and the safety factor of the first primary support is larger than that of the single-layer primary support. Change range of safety factor for the first primary support is smaller than that of the single-layer primary support, and the safe factor for the single-layer primary support is smaller than that of the secondary primary support; (2) with the same support pattern, the safety factors increase firstly and then decrease with an increase of the onetime dismantling length. The calculated results of various cases show that the reasonable one-time dismantling length for this project is about 9 m. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.