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ballasted相关的网络例句

查询词典 ballasted

与 ballasted 相关的网络例句 [注:此内容来源于网络,仅供参考]

The Builder shall furnish a guidance booklet at delivery for recommendable distribution of cargo etc. at loaded and ballasted conditions to ensure proper trim, stability and strength data during the service.

建造方交船时应提供一份指导手册用于建议在载货和压载条件下货物等的分布,以使该船在航行状态下具有正确的平衡,稳性和强度。

Based on Remington's wheel-rail noise prediction model and the analysis of vibration property of wheel-rail system, considering rail as moving linear radiator of sound and wheel as moving point radiator of sound, the wayside rolling noise of ballasted track is predicted.

利用Remington的轮轨噪声分析模型,结合我国车轮和钢轨的振动特性,将钢轨视为移动线声源,车轮视为移动点声源,对有碴轨道路旁辐射的滚动噪声进行预测。

With STTIN, Basic properties of wheel/rail noise of embankment ballasted track are investigated.

与有碴轨道相比,板式轨道噪声显著增大,其中钢轨近旁噪声高出6.2dBA左右,铁路边界处近地面噪声高出约3.5dBA;桥上支承块式无碴轨道轮轨噪声比有碴轨道的要大,其中钢轨近旁噪声大2.8~4.5dBA,桥面正下方0.3m处的噪声大1.4~2.3dBA。

Note: The Version 3.2 specification included a requirement that manufacturers ship an "instanton" lamp with qualified magnetic ballasted fixtures.

备注:3.2版中有针对使用电感式镇流器,&instant-on&灯管出货的灯具提出要求。

Aiming at the ballasted continues welded track and turnout structure on the normal embankment, stability analysis model of continues welded track is established by finite element method to avoid the disadvantages of traditional methods, compile the finite element analysis program and make comprehensive analysis on the lateral deformation and vibrational characteristics caused by temperature force of the continues welded track and turnout str ucture.

本文针对有砟轨道普通路基上无缝线路及无缝道岔轨道结构,运用有限元法,建立了三维无缝线路稳定性分析模型,避免了传统理论假设过多的弊端,基于有限元分析软件,编写了有限元分析程序,对无缝线路和无缝道岔的横向变形和横向振动特性进行了全面研究,主要研究内容有:1。

Many swarm parameters have been obtained such as the electron density distribution, the energy and spatial distribution of the emitted electrons from the MHCD at various voltage and different dimension of micro-hollow cathode. Micro-hollow cathode discharges with slot and cylindrical cathode have been done, results show that pressure, cathode structure and the gas mixture will affect the stability of glow discharge. Micro-hollow cathode discharge array was obtained by individual ballasted discharge unit.

进行了槽型和孔型微空心阴极放电的实验,不同的气压、电极结构以及气体配比对放电稳定性有着明显的影响;采用分段镇流的方法,进行了微空心阴极阵列放电的实验研究,得到了均匀放电;做了大气压下MHCD自持的辉光放电研究。

The "Bonadventure" would doubtlessly nothave capsized, for she was well ballasted, but enormous masses of waterfalling on the deck might injure her if her timbers could not sustain them.

乘风破浪号的压仓情况良好;所以绝不会翻船;不过,如果有大量的海水打到甲板上来,船骨经受不起,还是可能被打坏的。

This requirement has been removed from this table due to the phase-out of magnetic ballasted indoor fixtures from the list of fixture types eligible for ENERGY STAR qualification (see notation in Section 2, Qualifying Products).

但这一条条款在新版本中删除,因为能源之星正试图逐步淘汰MB室内灯具(详见第二部分之&授权产品&)。

Test results are as follows: Ballastless track structures can effectively improve the dynamic action of train loads on subgrade beds, the measured stresses and acceleration rates are far smaller than those measured with ballasted track structures; axle loads have remarkable influence on dynamic stresses of ballastless track subgrades and have some influence on acceleration responses; speeds of either motor car units or freight trains all have limited effect on dynamic embankment responses; after attenuating over 3 meters high embankment, neither dynamic stresses nor acceleration rates are influential to net cushions at the bottom of column-net structure subgrades

结果表明:采用无砟轨道结构可以有效改善列车荷载对路基基床的动力作用,测得的动应力与加速度值均远小于有砟轨道结构测得的值;列车轴重对无砟轨道路基的动应力影响明显,对加速度响应也有一定影响;无论是动车组还是货物列车,其运行速度对路堤部分的动响应影响均有限;动应力与加速度经3 m 高的路堤后衰减,对桩网结构路基下部的网垫层已基本无影响。

The results show that the vehicle acceleration, the dynamic wheel load and offload factors increase with train speed, and distribute linearly. The safety of train operation and running comfort can meet the requirements when the high-speed train under secondary suspension passing through ballasted track subgrade structure. The dynamic displacement of the system is less influenced by train speed. The dynamic stress of subgrade surface increases with speed improving, and it is distributed as saddle along the lateral direction and as parabola along the longitudinal direction of subgrade surface. The dynamic stress of subgrade declines sharply along the depth of subgrade. The dynamic stress on 3 m depth below subgrade bed surface is about 16 percent of that of subgrade surface.

结果表明:车体加速度、动轮载和轮重减载率均随车速的提高而增大,呈线性分布;具有二系悬挂的高速列车通过有砟轨道路基结构时,列车的安全性及舒适度均能满足要求;系统动位移受速度影响较小;路基面动应力随速度的提高而增大,并在横向呈马鞍形分布,在纵向呈抛物线形分布;路基动应力沿路基深度方向衰减较快,在基床表面下3 m处,动应力只有基面的16%左右。

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