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One of the opinions was to reason that the electron configuration of NO molecule is the same as that of Ol molecule based on the fact that NO is isoelectronic with O2+. In the present paper, we suggest, according to ah initio calculation results in combination with UPS, an ordering of the NO molecule orbital, i. e. 5σ being a weak bonding orbital and lying slightly higher in energy than 1π, corresponding to the case of N2 molecule. The...

本文用NO和O_2~从头计算结果以及NO的紫外光电子能谱相结合的方法说明NO的5σ轨道是弱成键轨道,5σ的轨道能稍高于1π轨道能,也就是说NO的能级次序是与N_2分子相同的;NO与O_2~+虽是等电子体,但是能级次序并不相同,因此由O_2~+的能级次序确定NO分子的电子组态是不妥的。

züblin unballast track was first brought in zhengzhou~xi'an railway passenger dedicated line of china. its merit is high accurary of the shaped tracks and its geometrical dimension could be kept for a long time. so it will be more convenient to replace damaged unballast tracks.

小 摘要:旭普林型无砟轨道系我国在郑州~西安铁路客运专线首次引进,其优点是成型后的轨道精度高,轨道几何尺寸能够持久保持,更换受损的无砟轨道更为方便。

Analysis result shows that the dynamic interaction between wheel and rail and the rail-pad force of the strengthened track are little bigger than those of the unstrengthened track,the safety grades of the tracks are same,the strengthened track can benefit to decrease the displacements of all components of track structure obviously,to restrain the deformation of track effectively,and to reinforce the stability of railway,especially the lateral displacement and the gauge enlargement of the strengthened rail are about 33% of original rail.

分析结果表明:强化后轨道结构的轮轨动态相互作用力及轨枕支点压力均较强化前的相应值略大,但皆属相同安全合格等级;强化轨道结构位移大幅度降低,有效抑制轨道结构变形,增强线路稳定性,尤其是钢轨横向位移和轨距动态扩大量较强化前下降十分显著,前者仅约为后者的1/3左右;强化轨道也有利于降低轨下结构振动和减轻列车提速后对轨下基础的破坏。

Stone ballast plays an important role in ballasted truck of railway. Ballast density and resistance are an important parameter for the analysis of track structure and it has close relations with rapid deterioration of the quality of the track geometry as well as the amount of work in railway track maintenance.

碎石道床是铁路有碴轨道结构的重要组成部分,其道床密实度、道床纵、横向阻力不仅是轨道结构分析的重要参数,并且与轨道几何形位劣化和轨道养护维修工作量有密切关系。

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。

Starting from the four concepts of orbit energy, energy class, shielding effect and infixing effect, the author uses the two commonly applied methods of caculation orbit energy to analyse and compare 4s orbit energy and 3d orbit energy.

本文从轨道能、能级、屏蔽效应和钻穿效应这四个概念入手,运用计算轨道常见能量的两种方法进行分析和比较轨道能与 3d轨道

The most feature of the orbits of Near Earth Asteroids is that the semi major axes of the orbits are nearly equal to that of the Earth or the perihelia distances are approximate to or even less than the mean distance between the Sun and the Earth,thus they could move into inside of the Earth's orbit,so that th...

近地小行星轨道的最大特点是其轨道半长径与地球轨道半长径相近,或近日距离接近甚至小于日地平均距离,其运动可深入到地球轨道的内部,这将导致该类小行星与地球十分靠近甚至发生碰撞。

When the disturbing potential of 1m2/s2 accuracy, or the approximate velocity of accuracy less 2mm/s in the formula of the rotation of the gravity potential is required, the satellite orbit data not satisfied the potential rotation computing demand are rejected from the GFZs Rapid Science Orbit and TUMs ReducedDynamic Orbit. If the disturbing potential is desired 05m2/s2 at satellite track, the satellite velocity required in formula of the rotation of the gravity potential should be recomputed or the GFZs Postprocessed Science Orbit is adopted.

当要求在卫星轨迹处获得1m2/s2精度的扰动位时,也即要求位旋转效应公式中卫星速度的近似精度小于2mm/s时,GFZ的快速科学轨道、TUM的约化动力法轨道只需要剔除那些速度精度不满足要求的卫星轨迹点;当要求在卫星轨迹处获得05m2/s2精度的扰动位时,应当重新估算上述轨道的速度信息,或采用精度更高的GFZ事后科学轨道

The vibration response of the viaduct structure by steel spring bearing, the viaduct structure by laminated rubber bearing, the track structure by Colon egg vibration damper, the track structure by steel spring damper and the ballast bed track structure are simulated through vehicle passed. The vibration parameter of the viaduct is optimized and the vibration transfer function characteristic of the ballast bed track structure and the track structure by steel spring damper are compared.

对钢弹簧支座高架桥结构、普通板式橡胶支座高架桥结构、克隆蛋减振器式轨道结构、钢弹簧浮置板减振器式轨道结构和普通碎石道床轨道结构在列车运行作用下的振动响应进行了仿真研究分析,对高架桥结构隔振参数进行了优化,比较了浮置板式和普通碎石道床轨道结构的振动传递特性。

Ballastless track features little maintenance,high reliability,long service life,low cost compared to its service life, low structure height, large transverse track resistance, ballast splashing—proof,and flexible superelevation and gradient.

德国, 无碴轨道,铁路,技术,建议德国,无碴轨道,铁路,技术,建议摘要:由于无碴轨道具有维修量小,稳定性好,使用寿命长,全寿命周期费用低,结构高度低,横向轨道阻力大,可避免飞碴,超高、坡度设置灵活等优点,在德国高速铁路建设中受到重视,得到了广泛应用,并形成了Rheda、Zt~BLIN、BERLIN、B6GL等系列产品。

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