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

查询词典 float bridge

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

The invention includes a bridge, a bridge traveling mechanism, a crane trolley, a telescopic boom and a telescopic traveling mechanism; wherein the bridge traveling mechanism drives the bridge to travel longitudinally along the track on elevated beams on the two sides; the crane trolley travels laterally along the track on the bridge; the telescopic boom is arranged between the crane trolley and the bridge, the crane trolley travels laterally along the track on the telescopic boom; and the telescopic traveling mechanism drives the telescopic boom to travel laterally along the track on the bridge.

本发明包括桥架、桥架运行机构、起重小车、伸缩臂和伸缩运行机构;其中,所述桥架运行机构驱动所述桥架沿两侧的高架横梁上的轨道纵向运行;所述起重小车沿所述桥架上的轨道横向运行;所述伸缩臂设置在所述起重小车和所述桥架之间,所述起重小车沿所述伸缩臂上的轨道横向运行;所述伸缩运行机构驱动所述伸缩臂沿所述桥架上的轨道横向运行。

The utility mode comprises a float chamber(1),a float(2), a meter tube(3), a spacing ring(4), a collar(5), and a guiding ring(6), the float(2) is arranged inside the spacing ring(4), the meter tube (3) is a conical tube, the core-and float flowmeter(3) is a guiding cylinder with different diameters, the guiding cylinder matches for the inner wall of the meter tube.

包括浮子室(1),浮子(2),测量管(3),限位环(4),挡圈(5),导向环(6),所述的浮子(2)的上端置于限位环(4)内,所述的测量管(3)为锥形管,所述的浮子(2)为直径不等的导向圆柱体,该导向圆柱体与所述的测量管(3)的锥形内壁配合。

Lever Ball Float Steam Traps: Lever Ball Float Steam Traps basic characteristics of the same type of free float, the internal structure is connected float lever driven spool, with the condensation of water level to switch the valve lift.

杠杆浮球式疏水阀:杠杆浮球式疏水阀基本特点与自由浮球式相同,内部结构是浮球连接杠杆带动阀芯,随凝结水的液位升降进行开关阀门。

Lever ball float type steam trap Lever ball float type steam trap basically the same features and free float type, the internal structure is driven leveraged float valve connecting heart, with the condensation of water level down to switch the valve.

杆浮球式疏水阀杆浮球式疏水阀基本特点与自由浮球式相同,内部结构是浮球连接杠杆带动阀心,随凝结水的液位升降进行开关阀门。

Deep autumn of setting sun, that low hill that go to many year agos of timespace pullouts, I am in setting sun the 静静 lookings at the remaining 辉, soon the small grass that wither away at nearby float shake, do not know is that tree ascends the leaf that drop down, from my in front float, I want to stretch hand to hold tight it, I want that again see it float the zero body the 姿, wanting to use my heart 暖 it the lifetime, but I have no, I did not stretch hand, selfish I let it is from I nearby float walk, a remaining for leaving I first individual being fond of 茫 lookinging at setting sun reflects shine on the earth, breeze not tight not slowly blow, the distant place spread the mineral area the broadcast in of song, break continuously and continuously come right away my ear the beside," probably tomorrow the sun the west descends the tired bird have returned, you will already step on old hour of the way home, life rare look for again mutually the companion that know, life finally difficult give up the very blue white cloud a remaining for" I in such deep autumn, setting sun in deep autumn I remembering this a few lyricses, autumnal winds bringing doing not calculate wonderful singing, however taking foliar feeling in autumn, setting sun reflect shine on my face, however the 勾 has the much more several remembering fondly.

深秋的夕阳,把时空拉回到多年前的那个山岗,我在夕阳里静静的看着余辉,快要枯萎的小草在身边飘摇,不知道是那棵树上掉下来的叶子,从我面前飘过,我想伸手去抓住它,我想再一次看看它飘零的身姿,想用我的心暖它一辈子,可是我没有,我没有伸手,自私的我让它从我身边飘走了,只留下我一个人迷茫的看着夕阳的余辉映照着大地,风不紧不慢地吹着,远处传来了矿区广播里的歌曲,断断续续的就来到我的耳旁,&或许明日太阳西下倦鸟已归时,你将已经踏上旧时的归途,人生难得再寻觅相知的伴侣,生命终究难舍蓝蓝的白云天&我在这样的深秋,在深秋的夕阳里我记住了这几句歌词,秋风带来不算美妙的歌声,却带走了秋叶的情,夕阳的余辉映照着我的脸,却勾起了几多的思念。

The design feature proceed know clearly systematic analysis of the text versus canting pull steel tube concrete arch bridge, it is above "joist type built-up arch bridge" architectural characteristic analytic foundation to said bridge type, certain technical characterstic point syntheses handle to oneness new bridge type among steel tube concrete arch bridge, stayed-cable bridge type.

本文对斜拉钢管混凝土拱桥的结构特点进行了系统的分析,该桥型是在"桁式组合拱桥"结构特性分析的基础上,将钢管混凝土拱桥、斜拉桥等桥型中的某些技术特点综合运用于一体的新桥型。

It is the image body of the feudalism grade system again now:The in the center the most outstanding 雕 wears the bridge noodles of the 蟠 dragon pillar head, emperor one person pass, call"resist road bridge";Two or so 雕s have lotus flower pillar the bridge noodles of the head, the prince passes, calling "princes and dukes bridge";Then both sides of, allows three articles above text martial big minister to pass, calling "grade bridge";Depending the common ectype stoning bridge of side most was four articles following officialdom and soldier to walk of, calling Mr.

它又是封建等级制的形象体现:中间最突出的一座雕着蟠龙柱头的桥面,只许皇帝一人通过,叫"御路桥";左右两座雕有荷花柱头的桥面,只许亲王通过,叫"王公桥";再两边的,只许三品以上的文武大臣通过,叫"品级桥";最靠边的普通浮雕石桥,才是四品以下官吏和兵了走的,叫"公生桥"。

The mechanical behavior of Shape Memory Alloys material is tested, and the constitutive model of the SMA is established. A kind of SMA combined rubber isolator is developed, and the isolation effect of the SMA combined rubber isolator for long-span bridge and tall building structures is numerically simulated, from which the adaptive isolation performance and the self-restoring capacity of the SMA combined rubber isolator are verified. A kind of SMA damper is developed, the mechanical behavior of the SMA damper is tested, and the model of restoring force of the SMA damper is established. The theory and method of adaptive control based on the SMA damper for the long-span bridge are built, and the effectiveness and reliability of the adaptive control for the long-span bridge using the SMA damper are verified through numerical simulation and model test. The MRF-04K type magnetorheological damper is developed, the mechanical behavior of the MR damper is tested, and the model of restoring force of the MR damper is established. The theory and method of adaptive control based on the MR damper for the long-span bridge and tall building structures are built, and the effectiveness and reliability of the adaptive control for the long-span bridge and tall building structures using the MR damper are verified through numerical simulation and model test. In addition, the theory and method of sub-structural damage identification for long-span bridge are derived, the influence of soil-structure dynamic interaction on the seismic isolation and control effects with different isolation and control measures and the damage responses and the sliding base-isolation of large structures under the excitation of underground explosion are investigated.

试验研究了形状记忆合金材料的力学性能,建立了SMA材料的本构模型;研制了一种SMA复合橡胶隔震支座,数值仿真分析了应用SMA复合橡胶支座的大跨桥梁和高层建筑结构的隔震效果,从而验证了SMA复合橡胶支座的自适应隔震性能及其震后自恢复能力;研制了一种SMA阻尼器,试验研究了SMA阻尼器的力学性能,建立了SMA阻尼器的恢复力模型,建立了基于SMA阻尼器的大跨桥梁结构自适应控制理论与方法,通过数值仿真与模型试验验证了大跨桥梁结构SMA阻尼器自适应控制的有效性与可靠性;研制了一种MRF-04K型磁流变阻尼器,试验研究了MR阻尼器的力学性能,建立了MR阻尼器的恢复力模型,建立了基于MR阻尼器的大跨桥梁和高层建筑结构的自适应控制理论与方法,通过数值仿真和模型试验验证了大跨桥梁和高层建筑结构MR阻尼器自适应控制的有效性与可靠性;还建立了大跨桥梁结构的子结构损伤识别的理论与方法,研究了土-结构动力相互作用对不同隔震和控制措施的减震控制效果的影响以及地下爆炸波作用下各类大型结构的灾害响应与滑移隔震。

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。

Based on rail/wheel reaction and track/bride reaction theory and systems engineering theory, new vehicle-track and vehicle-track-bridge system dynamic models are established and discussed in details, including ballast track model and ballastless track model. The characteristics of the models are:(1) vehicle-track and vehicle-track-bridge system dynamic models are coupled in vertical and lateral;(2) track vibration on bridge is taken in account, track on bridge is considered as one or two layer continuous-point supported rail model, according to actual track structure, interaction between vehicle and bridge transfer from track structure;(3) three type of ballastless track models (tieembanked, elastic-tie-block, slab track) are presented;(4) models reflect the main feature of actual vehicle, track and bridge structure, the response computation frequency of models is relatively broad, which can be applied to analyze both low frequency and high frequency vibration.

基于轮轨相互作用和线桥相互作用特点,本文从系统工程角度出发建立了车辆、有碴轨道和无碴轨道、简支箱梁桥垂向和横向耦合系统动力分析模型,该系统模型具有以下特点:(1)车线、车线桥体系均考虑为垂向、横向耦合振动系统,车线间通过轮轨接触几何关系耦合,轨道与桥梁间通过轨道与梁体间的力与位移协调条件耦合;(2)充分考虑桥上线路在车线桥系统中参振作用,根据桥上线路轨道结构特点将桥上轨道结构模型具体化,即对桥上轨道结构视为多层支承体系,车桥间的动力作用通过轨道结构来传递;(3)建立了三种形式无碴轨道动力分析模型,即长轨枕埋入式、弹性支承块式和轨道板式无碴轨道模型;(4)系统模型详细,分析频带宽,适用范围较广。

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相关中文对照歌词
B.A.R. (Burn After Rolling)
Petals On The Sea
Float On
Far Away
Float Away
Air & Angels
Float
London Bridge Is Falling Down
Munky River
Float
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