車輛運用限度 的英文怎麼說

中文拼音 [liàngyùnyòngxiàn]
車輛運用限度 英文
car road service limit
  • : 車名詞1. (中國象棋棋子的一種) chariot, one of the pieces in chinese chess2. (國際象棋棋子的一種) castle; rook
  • : 量 (用於車)
  • : Ⅰ動詞1 (物體位置不斷變化) move; revolve 2 (搬運; 運輸) carry; transport 3 (運用) use; wield...
  • : Ⅰ動詞1 (使用) use; employ; apply 2 (多用於否定: 需要) need 3 (敬辭: 吃; 喝) eat; drink Ⅱ名...
  • : Ⅰ名詞(指定的范圍; 限度) limit; bounds Ⅱ動詞(指定范圍, 不許超過) set a limit; limit; restrict
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 車輛 : vehicle; car; rolling stock; tram; seater; carriage
  • 運用 : utilize; wield; apply; put to use
  • 限度 : limit; limitation; measure; tether
  1. Vsp is both a pivotal tache in logistic distribution optimization and indispensable in electronic commerce. it can increase logistic economic benefit and realize logistic rationalization. the systemic study on the theory and method of vsp is the base on the growth of logistic intensivism, the establishment of modem chain of command, the development of its and ec. now, the problem is not only applied to the field of auto transportation, but also to ship avigation communication electricity industry management computer application etc. the algorithm has been applied into many combinatorial optimization problems such as the trainman ' s shift arrangement in avigation the optimization design of cargo arrangement in ship company

    對貨進行調優化,可以提高物流經濟效益、實現物流科學化。對貨調優化理論與方法進行系統研究是物流集約化發展、建立現代調指揮系統、發展智能交通輸系統和開展電子商務的基礎。目前,問題的形式已有很大發展,該問題以不僅僅局於汽輸領域,在水、航空、通訊、電力、工業管理、計算機應等領域也有一定的應,其演算法已於航空乘務員輪班安排、輪船公司送貨物經過港口與貨物安排的優化設計、交通線路安排、生產系統中的計劃與控制等多種組合優化問題。
  2. The following works are carried out in the dissertation : the study of meter - gauge freight car intensity design and accreditation test specifications ; the structural design of meter - gauge covered car of 14t axle - load ; the finite element analysis of car body structure of meter - gauge covered car of 14t axle - load ; the structure optimization of meter - gauge covered car of 14t axle - load. specification of intensity design for meter - gauge freight wagons is a combination of the theoretical calculations, long - term tests and the data of the application and maintenance of the rolling stock

    本文主要進行以下工作:米軌貨設計與試驗鑒定規范的研究14t軸重米軌棚結構設計14t軸重米軌棚體結構有元分析14t軸重米軌棚的結構優化設計米軌貨設計與試驗鑒定規范是集理論計算、長期試驗、及檢修數據累計分析的結果。
  3. In this thesis, the database of gps vehicle monitor information management system is designed, the design of the man - machine conversation interface and the software of the database server, also the software of the mid - ware are accomplished. an improved and logical three layer structure framework is used to utilize the resource of the system efficiently, balance the load, and improve the expansibility of the system ; powerful oracle database is used as background database to provide high performance service to the system which has numerous users and large - scale ; encrpytion arithmetic of communication data is designed to ensure the safty of gps vehicle monitor information management system communication ; the usage of fire wall, system privilege management and data backup improved the safty of the information management system database ; high usability design is realized by oracle data guard ; optimization of the information management system made the whole gps vehicle monitor system persistent, stable and high quality

    本文針對原有gps監控系統響應速慢、穩定性和安全性不高的不足,提出了一種以改進的三層結構體系為系統架構,以oracle數據庫為后臺的gps監控信息管理系統設計方案,設計了gps監控信息管理系統數據庫,完成了gps監控信息管理系統人機界面、中間件及數據庫端的軟體設計。系統架構採改進的三層結構體系,其邏輯結構清晰,有利於系統資源的有效利,均衡負載,提高系統的可擴展性;后臺數據庫採功能強大的oracle數據庫,可以提供大規模、多戶的高性能服務;通信數據的加密演算法有利於確保gps監控信息管理系統的通信安全;防火墻的使、系統權管理以及數據的備份和恢復等有利於提高gps監控信息管理系統數據庫的安全性, oracledataguard的使有利於提高系統的可性;系統的優化,為系統持續、穩定、高質量行創造了有利條件。
  4. With the developing highway communications, the traffic is increasing and axle is becoming heavier and heavier, all of these demand the high quality of cement concrete pavement the experience of past ten years in highway construction shows that the practical life time of cement concrete pavement is far more shorter than anticipated. damages such as cracking are offen occurred in first serval years they caused direct and indirect economic losses and bad social influences. in addition to control overloaded vehicles by means of administration, the compressive strength, bending strength wear - ability should be improved to solve all these problems

    十幾年的高等級公路建設實踐表明,水泥路面的使壽命遠遠小於其設計壽命,往往在通幾年後就出現一些病害,如坑槽、斷板等病害,帶來的直接、間接經濟損失和不良的社會影響。解決這些問題,除了行政強制手段控制超載外,必須提高水泥混凝土的彎拉強、疲勞強、耐磨強、阻裂縮能力,從而提高水泥混凝土路面的使壽命。
  5. She said speed limiters would cap the speed of transport trucks and other large vehicles at 105 kilometres an hour

    她說:或大型的最高行使速制在105公里每小時以下。
  6. With the input of a vibration acceleration history of subway train, a full dynamic analysis of soil - pile - structure is carried out. the propagation of vibration wave on the ground and vibration responses of the huge platform and the storied buildings are analyzed. some conclusions are drawn as follows : ( 1 ) with the increase of the distance to the vibration source, vibration intensity of the ground decreases ; ( 2 ) the vibration intensity of the ground in vertical direction is slightly larger than that in horizontal direction ; ( 3 ) with the increase of the distance to the vibration source, the situation that the vibration intensity of each building in horizontal direction is maximum at highest and lowest story whereas minimum at the middle story changes gradually to that decreasing with the height of building ; ( 4 ) in vertical direction, the vibration velocities and accelerations at the end points of each story of a building are the nominal identical, which indicates that the vertical vibration of them is unanimous ; ( 5 ) the vibration intensity in vertical direction of a building is larger than that in horizontal direction ; ( 6 ) increasing of the elasticity of track is an effective way to abate vibration of ground and buildings

    本文以北京地鐵八王墳段地上超大結構(段大平臺及其上的小區樓房)及其地基基礎為研究對象,在研究和分析有關資料的基礎上,快速拉格朗日有差分法軟體flac建立了二維數值分析模型,並以列振動加速時程作為模型輸入,進行了地基?樁基礎?地上結構的整體動力學分析,分析了地鐵列行產生的振動在地面的傳播規律及其對地上結構的影響,得到了如下結論: ( 1 )隨著與地鐵線路距離的增大,地面的振動強有減小的趨勢; ( 2 )地面豎直方向的振動強較之水平方向的略大; ( 3 )隨著與振源距離的增大,在水平方向上,地上各幢樓房的振動強由底層和頂層的最大、中間層的最小逐漸過渡到沿樓層增高而減小; ( 4 )在豎直方向上,每幢樓各層端點的振動速、加速完全相同,表明樓房各層在豎直方向上的動狀態一致; ( 5 )各幢樓房豎直方向的振動強比水平方向的大; ( 6 )增加軌道彈性是減輕地面和地上建築振動的有效途徑。
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