載重下降速度 的英文怎麼說

中文拼音 [zǎizhòngxiàjiàng]
載重下降速度 英文
load lowering speed
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • : 重Ⅰ名詞(重量; 分量) weight Ⅱ動詞(重視) lay [place put] stress on; place value upon; attach im...
  • : 下動詞1. (用在動詞后,表示由高處到低處) 2. (用在動詞后, 表示有空間, 能容納) 3. (用在動詞后, 表示動作的完成或結果)
  • : 降動詞1. (投降) surrender; capitulate 2. (降伏) subdue; vanquish; tame
  • : Ⅰ形容詞(迅速; 快) fast; rapid; quick; speedy Ⅱ名詞1 (速度) speed; velocity 2 (姓氏) a surna...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 載重 : load; carrying capacity
  • 速度 : 1. [物理學] velocity; speed; blast; bat 2. [音樂] tempo3. (快慢的程度) speed; rate; pace; tempo
  1. Then, taking into account the effect of the compression of the approach roadway and the differential slope of the bridge slab, the author analyzes the dynamic response of man - vehicle - road system when the vehicle approaches and leaves the bridge by means of laplace transform, the curve of man ' s acceleration versus time, the vertical force between the vehicle and road versus time, the man ' s maximum transient vibration value and the maximum force between the vehicle and road are got, and the program about the calculating progress above are edited. based on the analysis above, the influence on the maximum transient vibration value of some parameters about the vehicle and road such as the movement direction and speed and weight of the vehicle, the differential slope of the bridge slab and the length of the approach slab, are studied, and some conclusion are given

    分上橋和橋兩種情況,考慮車路耦合和橋面沉坡差的影響,對車輛通過設和不設搭板的路橋過渡段時「人?車?路」系統的相互作用用拉普拉斯變換法進行了動力響應分析,得到了人的加及路面對車的垂直作用力隨時間的變化曲線、人的加最大瞬態振動值和路面對車的最大作用力,分析了車輛的行進方向、,橋面沉坡差和搭板長等車和路各參數對計算結果的影響,並編制了相應的計算程序。
  2. The new unit has following technical features : ( 1 ) the unit ' s load is balanced by means of the accumulator and hydraulic cylinder with special structure ; ( 2 ) the installed power of the unit can be reduced greatly by adopting the accumulator ; ( 3 ) variable frequency speed regulation ensures good energy saving effect, and the closed oil circuit requires less hydraulic oil ; ( 4 ) a bi - directional hydraulic lock in the oil circuit ensures the stability and safety of the operation of the pumping unit

    新型機具有4個技術特點: ( 1 )由於活塞柱塞式液壓缸的特殊結構和液壓蓄能器的配合使用,在平衡抽油機大部分荷時,不需另外增加配,可減小抽油機體積、質量和佔地面積; ( 2 )抽油機沖程時,與活塞柱塞式液壓缸相連接的蓄能器吸收能量,上沖程時儲存在蓄能器中的能量補充荷上行所需的能量,大幅低抽油機裝機功率; ( 3 )利用變頻容積調節能效率高,閉式油路節省液壓油,同時大大減小液壓泵站的體積; ( 4 )在閉式油路中採用雙向液壓鎖可使抽油機的啟停更加平穩、迅,其工作的穩定性和安全性更好。
  3. Under strong seismic ground movement, after the reinforced concrete bridge columns undergo inelastic deformations, the section happened serious failures and seismic shear strength and stiffness degrade rapidly

    在強烈地震作用,鋼筋混凝土橋墩經歷多次非彈性變形后,混凝土截面發生嚴破壞,導致強和剛,墩柱抗剪能力較靜力荷作用有很大的區別。
  4. With the rapid development of tourism industry, each tourist region appears a series of environment and society problems for over loading of tourists, such as traffic jam, environment quality decline, ecosystem degradation, or the tourist resources leave unused and taking up the fund for visitors are insufficient seriously. these urge people to think about the healthy way of tourism

    旅遊業的飛發展,使各地旅遊區出現了因遊客嚴而導致的一系列環境和社會問題,如人口密過大、交通擁擠、環境質量、生態系統退化;或因遊客嚴不足而導致的旅遊資源閑置和資金佔用,這一切促使人們去思考旅遊業的健康發展之路。
  5. Adopting the deformation harmony theory, the numeric calculation of the curve of load versus settlement is made. the fitting results between the calculated curve of load - settlement and the measured one of piles with different construction process are illustrated. hence, under the condition of few or no static load test data, the performance of bearing capacity of single bored pile in loess may be predicted utilizing indexes of shear wave velocity, static cone penetration test and modification coefficient of depth, so it is remarkable to reduce the blindness of preliminary design of pile

    通過室內試驗及原位測試指標進行理論計算與現場實測值的對比,筆者引入了施工工藝修正系數k _ ( c1 )和k _ ( c2 )及深修正系數,使理論計算值與現場實測值具有良好的一致性,進而通過變形協調理論對荷?沉曲線進行數值計算,並用不同施工工藝的實例說明了理論計算荷?沉曲線與實測荷?沉曲線的擬合效果,從而達到可在不做靜荷試驗或少做靜荷試驗的情況通過剪切波和靜力觸探試驗指標以及施工工藝修正系數等預測黃土地基中鉆孔灌注樁承性狀,這對于工程初步設計中減少設計的盲目性具有十分要的現實意義。
  6. Owing to the interfacial cracking which occurs under higher applied load conditions, the composite with high content of tib _ 2 phase exhibited a transition from mild wear to severe wear over the applied load range from 10 n to 80 n. under moderate applied load, increasing the sliding speed caused a decrease in wear rate and friction coefficient of the in - situ composites because the formation of a protective oxide film occurred on the sliding surface and the hardness of the subsurface layer was maintained due to reinforcement of tib2 nanoparticles in the cu matrix

    隨著荷的增加, cu -納米tib2原位復合材料的磨損率和摩擦系數增加;由於在較高發生表面開裂,高含量的tib2相增強原位復合材料發生了由輕磨損向嚴磨損形式的轉化。在中等由於表面保護性氧化膜的形成和基體中納米tib2相的存在使復合材料具有良好的抗軟化能力, cu -納米tib2原位復合材料的磨損率和摩擦系數隨著滑動的增加而
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