排序方式： 共有53条查询结果，搜索用时 31 毫秒
21.
Pedro Alves Costa Rui Calçada António Silva Cardoso Anders Bodare 《Soil Dynamics and Earthquake Engineering》2010
The main objectives of this paper are the evaluation of the relevance of the non-linear behaviour of the soil on the track response and the validation of a methodology, which includes these effects through an equivalent linear analysis. The proposed numerical model is based on 2.5D finite/infinite elements method, coupled with an iterative procedure in order to obtain an agreement between the strain levels and the dynamic properties of the materials. In order to validate the model, the case study of Ledsgard was simulated, and the experimental and numerical results of displacements of the track were compared, considering several circulation speeds for the X2000 train. From the results, it is possible to recognize that the stiffness degradation, function of the strain level, plays a relevant role for the case of high-speed railway lines on soft ground. Moreover, the simulations developed with the proposed methodology provided similar results to those observed, independently of the train speed, contrary to what was obtained when the elastic linear model was used. 相似文献
22.
利用成像率为1000 幅/s的高速摄像系统和快、慢电场变化仪以及宽带干涉仪系统等探测仪器在青藏高原那曲地区所观测的地闪资料,对一次地闪回击及其之前的持续时间较长的云内放电过程进行了分析.结果表明：地闪先导前的云内放电过程发生于雷暴云下部正电荷区和中部负电荷区之间;云中部负电荷区距离地面的高度为28～45 km;闪电的起始放电发生区域距离地面的高度为10～17 km;初始流光在云外发展时具有很大的水平分量和较多的分支;梯级先导的速度为1×105 m/s,在向地面发展时出现较大的弯曲;首次回击放电过程与低海拔地区没有差异,通道中的峰值电流有241 kA;继后回击相对较弱. 相似文献
23.
A simplified analytical model including the coupled effects of the wheel–rail–soil system and geometric irregularities of the track is proposed for evaluation of the moving train load. The wheel–rail–soil system is simulated as a series of moving point loads on an Euler–Bernoulli beam resting on a visco-elastic half-space, and the wave-number transform is adopted to derive the 2.5D finite element formulation. The numerical model is validated by published data in the literature. Numerical predictions of ground vibrations by using the proposed method are conducted at a site on the Qin-Shen Line in China. 相似文献
24.
龙陵-瑞丽断裂潞西段的发育特征及意义 总被引：1，自引：0，他引：1
研究区位于潞西盆地西侧,设计泛亚铁路西线大理至瑞丽段经过该区.对该区的工程地质特征及其评价工作是作出合理、可靠的工程设计的基础.龙陵-瑞丽断裂是滇西地区一条深切超壳的活动断裂,对该断裂在研究区内的展布及其深部延展情况进行探测尤为重要.本文通过遥感图像(ETM+和SPOT)对断裂进行宏观解译,并在第四系覆盖区利用EH-4... 相似文献
25.
高速列车振动荷载下水泥改良黄土动力学试验 总被引：8，自引：3，他引：5
结合大同-西安高速铁路建设,选取该线路数个不同地貌单元的典型黄土路段采集试验样品,在GDS高级动态三轴测试系统上进行了水泥改良黄土的动力特性室内试验研究.采用正交试验法以优化试验方案.动荷载按照不同黄土层的埋深深度以火车振动衰减规律求取,土样按照不同水泥掺量经击实获得,经过长时间、多振次的动力学试验后获得水泥改良黄土的动弹模、动阻尼以及振陷量;进而探讨土层埋深、水泥掺和比、压实系数、浸水条件和振动次数对土样动力特性参数影响的主次顺序及显著性程度,找出工程最优化方案.结果表明:影响水泥改良黄土振陷量的各因素的主次顺序为:水泥比＞浸水条件＞振动次数＞深度＞压实系数,水泥比和浸水条件影响显著,其它因素无显著影响;动弹性模量影响因素主次顺序;深度＞浸水条件＞水泥比＞振动次数＞压实系数,深度和浸水条件影响高度显著;阻尼比影响因素主次顺序:浸水条件＞水泥比＞振动次数＞压实系数＞深度,水泥比和浸水条件影响高度显著.随着水泥比的增加水泥改良黄土动力特性越好,不存在最优水泥配合比. 相似文献
26.
By using a high-speed video camera system (1000 frames s− 1) in correlation with fast and slow antenna systems, the negative cloud-to-ground (CG) flashes that struck the ground with more than one termination have been analyzed. This kind of stroke, named as multiple-ground terminations stroke (MGTS), was produced by different branches of the same stepped leader during quite a short time. Based on optical images, the 2D progression speed of leader branches was estimated to be in the range (0.9–2.0) × 105 m s− 1. The distance between adjacent striking points of MGTS was from 0.2 km to 1.9 km. The percentage of flashes with multiple-ground terminations occupied about 15% (9 out of 59) of the total negative CG flashes, with a range of 11%–20% in different areas in China. The time intervals between the two adjacent peaks ranged from 4 μs to 486 μs based on the E-field change caused by the MGTS. The flashes which had multiple striking points on the ground during quite a short time may be a common phenomenon in the lightning discharge process. It might produce more serious damage to facilities on the ground and should not be neglected in the design of lightning protection. 相似文献
27.
R. Paolucci A. Maffeis L. Scandella M. Stupazzini M. Vanini 《Soil Dynamics and Earthquake Engineering》2003,23(6):425-433
The ground vibrations induced by a passenger train at the test site of Ledsgaard, Sweden, have been analysed and numerically simulated through a spectral element discretization of the soil. To calculate the spatial distribution of loading due to train passage, the train is decoupled from the track, and a suitable series of static forces is applied. The track and the embankment are modeled as a beam on elastic foundation, using analytical solutions for loads moving at constant velocity. The results of both 2D and 3D modelling assumptions are thoroughly discussed, in terms of prediction of track motion and of attenuation of peak ground velocity with distance. 相似文献
28.
Leandro Z.S. Campos Marcelo M.F. Saba Osmar Pinto Jr. Maurício G. Ballarotti 《Atmospheric Research》2007,84(4):302-310
Continuing current is a continuous mode of charge transfer to ground in a lightning flash. The extent to which the continuing current contributes to the total negative charge lowered to earth is large. In order to study the waveshape of the continuing currents of natural flashes, we developed a computational algorithm that analyzes the pixels of the images obtained by a high-speed camera and plots luminosity-versus-time. Tower measurements have shown that during the continuing current phase of the flash the luminosity of the channel is directly proportional to the current that flows through it. Using this information it was possible to infer the continuing current waveshape for 63 natural discharges and classify them into six different types. Statistics on some characteristics of 345 M-components (that occurred during the same 63 events) are also presented. As far as we know, this is the first study on waveshapes of continuing currents for natural lightning. 相似文献
29.
Prediction of ship motions at high Froude number is carried out using a time domain strip theory in which the unsteady hydrodynamic problem is treated in terms of the motion of fixed strips of the water as hull sections pass through it. The Green function solution is described and the integration of the ship motion carried out by an averaging method to ensure stability of the solution. The method is validated by comparison with tank data for conventional slender hulls suitable for catamarans, small water area twin hull (SWATH) forms and hulls suitable for high-speed monohulls. Motion computations are then carried out for 14 designs with an operating speed of 40 kts and a displacement of 1000 tonnes. The vessels are assumed not to be fitted with motion control systems for the purposes of this comparative study. Motion sickness incidence is predicted to rise to between 42 and 72% depending upon the hull design in 3 m head seas of average period 7.5 s. MSI values reduce in smaller seas with a shorter average period to be less than 15% in all cases in 1m seas with an average period of 5.5 s. 相似文献
30.
兰新高铁烟墩大风区风沙地貌制图与风沙灾害成因 总被引：2，自引：1，他引：1
兰新高铁是中国首条穿越戈壁大风区和风沙区的高速铁路。哈密以东的烟墩大风区戈壁分布集中、地貌复杂,特殊的地貌和气候条件导致该区成为兰新高铁风沙灾害最严重的区域之一,风沙灾害影响路段占研究区路段全长的57%,其中K2810-K2817、K2820-K2840路段受灾最为严重,对高铁的安全运行造成威胁。研究表明：强劲风力和丰富沙源是造成兰新高铁风沙危害的主要原因,弃耕地、灌丛沙堆地、被破坏的戈壁地表和风蚀残丘是主要沙源。戈壁地表工程建设是高铁哈密东段地表疏松、沙害频发的另一成因。基于高分辨率遥感影像,结合实地调查,绘制了典型沙害形成模式下3个沙害路段的风沙地貌专题图,为今后建立科学合理的风沙灾害防治体系提供科学依据。 相似文献