英语人>网络例句>bridge train 相关的网络例句
bridge train相关的网络例句

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与 bridge train 相关的网络例句 [注:此内容来源于网络,仅供参考]

When train running on the track, there has interaction between whiles and track, and the track will bend because of the weight of wheel. The bend wave will propagate to box-beam and further to bridge pier. Then the vibration propagate to around soil through the bridge pier, which can cause the second vibration on buildings.

列车运行时,车轮和轨道间存在着相互作用,由于轮重的作用使轨道产生弯曲变形,弯曲波通过轨道垫块传给箱型梁,进一步传递给桥墩,然后振动通过桥墩向周围土中传播,从而进一步引发建筑物的二次振动。

When train bridge can cause the bridge vibration, the bridge vibration in turn also can affect the vehicles the vibration, namely forms the vehicle bridge coupled oscillation question.

列车过桥时会引起桥梁的振动,桥梁的振动反过来也会影响车辆的振动,即形成车桥耦合振动问题。

Raises comprehensively along with our country railroad passengers and cargo vehicle fast, in order to effective to already has the bridge operation condition to carry on the appraisal by, and to newly built, the reconstruction bridge carries on the optimized design, must carry on the analysis to time the train bridge vehicle bridge coupled oscillation question.

随着我国铁路客货车的全面提速,为了有效的对既有桥梁运营状态进行评估以,及对新建、改建桥梁进行优化设计,均需对列车过桥时的车桥耦合振动问题进行分析。

It is showed in wind-vehicle-bridge system vibration analysis that cross wind action can remarkably increase the response of bridge and vehicle. Generally, the response of bridge and vehicle are increased with wind speed and train speed, one case that vehicle is on leeward side of deck is more unsafe than another case that vehicle is on windward side of deck. Nonlinear factors can more influence bridge than vehicle.

风—车—桥系统耦合振动分析结果表明:考虑风的作用会显著增加车辆和桥梁的响应;车辆和桥梁的响应总体上随风速和车速的提高而变大;车辆位于桥道背风侧时较迎风侧时更为不利;非线性因素对桥梁的影响较车辆的要大。

MRF approach ; train induced wind ; cross wind ; flow field ; aerodynamic forces of train ; aerodynamic forces of bridge

多重参考系法;列车风;横向风;流场;列车气动力;桥梁气动力

The free vibration characteristics were tested with the microseism method. The dynamic responses of strains, displacements and accelerations of the structure were tested under the dynamic loads of the train passing through the bridge with different uniform velocities and the train braking at a specifed point on the bridge with some requied velocities. The test results of the real bridge and the calculated results of the train-bridge coupling vibration were analyzed together.

采用脉动法测试其自振特性;动载试验中试验列车分别以不同速度匀速通过桥面及以一定速度在指定位置处制动,测试各工况下桥跨结构的应变、位移、加速度的时程响应,并将实桥测试结果与该桥的车桥耦合振动计算结果作比较分析。

Based on the summarizing derailment theory , the ordinary program of accident inrestigation and handle and the accident inquiry of no-loaded train derailment, this paper has analysed and set forth the diversity of no-loaded train derailment problem and the complex of inquiry and handle combined with serai specific examples inwork, analysed stressly the reason of the train derailment accident on You-shui Bridge of Tiao-Liu Railway Line.

本文在综述脱轨理论和事故调查处理一般程序和空车脱轨事故调查的基础上,结合工作中几个具体实例分析阐述了空车脱轨问题的多样性和调查处理的复杂性,并着重分析了焦柳线酉水大桥上列车脱轨事故的原因。

Lo Wu Bridge is not only a narrow bridge at the time, only moving train, but no bridge unroofed shed, left to sun and rain. In 1959, the government will be the Lo Wu Bridge turned into steel and concrete bridge deck has also widened more than doubled. 1962, also stamped with an iron Peng Ding, added in the iron bridge on both sides of the iron railing, and covered the sidewalk. The 20th century, the early 70s, the author in Guangzhou Railway Administration to do secretarial work, on several occasions to the Footbridge is the first walk.

当时的罗湖桥不但桥面狭窄,只能行驶火车,而且桥身无顶无棚,任凭雨淋日晒。1959年,人民政府将罗湖桥改建成钢筋水泥桥,桥面也加宽了一倍多。1962年又加盖了铁皮篷顶,在铁桥两侧增设了铁栏杆,并铺上了人行道。20世纪70年代初,笔者在广州铁路局做秘书工作,曾多次到罗湖桥头漫步。

In 1865 on June 10,狄 more the 斯 multiplies by from France the train return to his home town, at over a big bridge hour the train derails suddenly, before of 7 section car compartments dropped to the bridge next,狄 more a car compartment 悬 of the place of 斯 is empty in the half, he fell the car compartment underneath.

1865年6月10日,狄更斯从法国乘火车回他的家乡,在过一座大桥时火车突然出轨、前面的7节车厢掉到了桥下,狄更斯所在的第8节车厢悬在半空,他跌到了车厢底下。

The results show that side force, lift and overturning moment obtained by simulation and by wind tunnel test are consistent. When train travels with certain speed, the aerodynamic force and overturning moment acting on passenger car running on bridge, embankment and flat will increase greatly as cross-wind becomes larger while those increase less when the train runs on cut. Under the condition of strong cross-wind, aerodynamic force and overturning moment acting on train traveling on bridge are the largest. So the train traveling on bridge tends to overturn compared with that traveling on other three kinds of railway conditions. Aerodynamic force and moment acting on train traveling on cut are the least.

研究结果表明:侧向力、升力和倾覆力矩数值模拟结果与风洞实验结果均吻合较好;车速一定时,随着侧风速度的增大,列车在桥梁、路堤、平地上运行所受气动力和倾覆力矩均急剧增加,而在路堑上运行所受气动力及力矩增加缓慢;当侧风速度一定的情况下,客车在高桥上运行所受到的气动力及力矩最大,因此,强侧风下列车在高桥上运行较容易发生倾覆事故;在路堑上所受到的气动力相对最小。

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