电气化既有线路增设道岔岔梁的架设

为解决成都北环二线大件路特大桥上与既有线间增设道岔岔梁的架设 ,设计制作的吊架可悬空吊住既有线轨道 ,并研制出步进油缸快速换移装置 ,以达到缩短既有线封锁时间和提前开通线路的目的。     

船体破损后非正浮条件下波浪载荷的计算方法

在船舶不沉性理论的基础上，采用符拉索夫法分析了不同破舱组合下的船体浮态参数。然后采用线性切片理论，计及水线以下破损后船舶由于舱室进水产生的横倾角与纵倾角的影响，利用多极展开法求解非对称剖面的二维辐射和绕射流场。计算了破损船体非正浮状态条件下的波浪载荷。在一定假定条件下，将切片法计算的波浪载荷同静置法计算结果进行了比较，分析了船体破损后的载荷变化。     

船舶阻力的相关系数及其应用

在船模拟试验和分析和基础上，提出船模阻换算为实船阻力时可应用相关阻力系数的方法。相关系数法综合考虑了实船和船模的粗糙度和船模的尺度效应，因此其估算的实船阻力一因次法和三因闪法具有更高的严谨。     

广西道路运输行业应急管理研究

文章阐述道路运输行业应急管理的现状,分析存在的问题,指出道路运输应急管理工作的指导思想及原则,并提出了加快道路运输应急工作的措施。     

大直径混凝土灌注桩成孔方法

介绍大直径混凝土灌注桩成孔方法的发展过程和现状,结合工程实例,介绍人工挖孔穿过复杂地层的施工措施。讨论灌注桩成孔方法对桩承载力的影响,提出推广套管钻机成孔和机械扩底桩,以提高我国灌注桩应用水平。     

The hydrodynamic forces acting on a cylinder array oscillating in waves and current

The problem of the interaction of multiple cylinders oscillating in waves and slow current is considered. The interaction is represented by waves emitted from adjacent cylinders towards the cylinder under consideration. Wave drift forces and moment in the horizontal plane are calculated by the far-field method based on the conservation of momentum or angular momentum. A semianalytical formula for the calculation of the wave drift damping is then deduced. The conservation of the integrals in these formulae is proved. Special treatments to improve the accuracy of results are discussed. Comparisons between calculated results and experimental measurements are made, showing satisfactory agreement. Effects of various combinations of current direction and incident wave angle on the wave drift damping and damping moment are also examined.     

合成条件对Bi-Sr-Ca-Cu-O系超导体T_C的影响

对Bi-sr-Ca-Cu-O系中2212与2223超导相的形成规律和影响其超导电性的因素进行了初步研究。结果表明:在Bi-Sr-Ca-Cu-O系超导体中,当仅形成2212相时,随着组分中(Ca+Cu)原子相对含量的增加,T_C下降,超导相的体积分数减少,氧含量对两个超导相T_C的影响是不相同的,增加试样的氧含量,将使2212相T_C下降,而提高2223相的超导性能。     

细水雾自动灭火系统及其在地铁的应用

对细水雾灭火系统的定义、分类,灭火机理以及在地铁的应用情况进行了简要介绍。     

DCT换挡液压系统主油压阀的模糊PID控制

DCT换挡液压系统主油压阀在使用过程中存在老损、卡滞等现象,为了提高湿式双离合器式自动变速器换挡液压系统主油压阀在实际控制中的鲁棒性问题,根据其特点,研究了基于模糊PID控制的算法。仿真结果表明,能够满足系统性能的要求。     

A macro model for traffic flow on road networks with varying road conditions

In this paper, we develop a macro traffic flow model with consideration of varying road conditions. Our analytical and numerical results illustrate that good road condition can enhance the speed and flow of uniform traffic flow whereas bad road condition will reduce the speed and flow. The numerical results also show that good road condition can smooth shock wave and improve the stability of traffic flow whereas bad road condition will lead to steeper shock wave and reduce the stability of traffic flow. Our results are also qualitatively accordant with empirical results, which implies that the proposed model can qualitatively describe the effects of road conditions on traffic flow. These results can guide traffic engineers to improve the road quality in traffic engineering. Copyright © 2012 John Wiley & Sons, Ltd.