moving pavement 中文意思是什麼

moving pavement 解釋
活動人行道
  • moving : n. 1. 活動,移動；煽動,感動。2. 〈pl. 〉〈口語〉電影。adj. 1. 動的；移動的。2. 使人感動的,動人的。3. 主動的，原動力的。
  • pavement : n. 1. 鋪石路，〈英國〉人行道 （＝〈美國〉 sidewalk）; 〈美國〉車道 （＝〈英國〉 roadway）。2. 鋪地，鋪石；鋪路材料。3. 【動物；動物學】鋪石狀構造[密生的齒列等]。
  1. Experience of the new product ( escalator and moving pavement ), good skill in design nonstandard and whole enginery for optimize

    原工作中負責新產品（自動扶梯及人行道）的非標設計與產品整體性能優化。
  2. The pavement system is modeled as a plate extent on a viscoelastic foundation, and the triple fourier transform is used to analyze the dynamic strain response of rigid pavement subjected to moving vehicle loads

    摘要把剛性路面建模為黏彈性地基上的板，用三次富立葉變換的分析方法分析了移動車載下剛性路面板底動態應變的響應。
  3. Zhong yang, wang zhe - ren, zhang xiao - ning. random dynamic pressure of moving vehicle on rough pavement j. china journal of highway and transport, 1992, 5 ( 2 ) : 4043

    鐘陽，王哲人，張肖寧.不平整路面上行駛的車輛對路面隨機動壓力的分析j .中國公路學報， 1992 ， 5 （ 2 ） : 4043
  4. Taking the traffic load as moving point load, the deformation characteristics of longitudinal section of pavement and composite foundation under moving point load are analyzed, considering the effect of pore pressure, traffic velocity, parameters of pavement structure and subgrade. finally, two examples of pavement section and soft subgrade, longitudinal section of airport runway and composite foundation are calculated

    將交通荷載簡化為移動的集中荷載，計算分析了單次移動加載和循環移動加載條件下道路縱截面與復合地基共同變形特交通荷載作用下道路與軟土復合地基共同作用性狀研究性，探討了孔壓、行車速度及道路結構層和地基參數對道路變形的影響。
  5. This paper ' s mostly content is the theories and methods of designing the rigid pavement plates which traversed by moving load and based on elastic half - space foundations the paper also considering the transfer load of joints. joints merely transfer shearing force and merely transfer moment is respectively considered

    本論文主要討論了在移動荷載作用下，彈性半空間體地基上考慮接縫傳荷的剛性道面板的動態設計理論和計算方法，在討論中分別考慮了接縫單一傳遞剪力和單一傳遞彎矩時的兩種情況。
  6. Finally, to consider the effect of the compression of the approach embankment to the determination of the tolerable differential settlement, this paper, considering the flexible pavement as viscoelastic multilayers and dividing the moving traffic load into fourier series, presents the formulation and the application of a combination of transfer matrix and laplace transform and fourier transform approach to evaluate dynamic response of the flexible pavement subjected to a moving traffic load under modified plain - strain condition. the predictive capability of the model are verified by the laboratory model

    為了考慮車路耦合對路橋過渡段容許差異沉降確定的影響，本文將柔性路面視作粘彈性體層狀體系，採用修正的平面應變模型，將移動的車輛荷載用傅立葉級數展開，用傳遞矩陣配拉氏變換和傅立葉變換法進行了移動荷載作用下柔性路面動力響應分析，並用模型試驗證明了理論分析結果的正確性。
  7. Using this analytic solution, a numeric integral can be obtained. a series of conclusions can be abstracted from the result of numeric integral : 1. the direction of response is not always downwards, sometimes maybe upwards, so the pavement may get flex drawing stress and flex pressing stress to the moving load ; 2

    利用此解析解進行數值化計算，分析數值結果可知：彎沉並非總是向下，也可能出現向上的位移，這表明道面板在移動荷載作用下受到了彎拉和彎壓的交變應力作用。
  8. Test relating to pavement. eveness test. part 5 : measurement of a deformation class by moving a 1, 50 m rule

    與人行道有關的試驗.平整試驗.第5部分:通過一移動的a1 ， 50m比例尺對變形級別的測量
  9. Abstract : in this paper, dynamic loads caused by driving on und ulate pavement are analyzed and a theoretical relation between dynamic loads of automobile and undulate pavement is developed. at given automobile mechanism para meter 、 moving velocity and undulate pavement parameter dynamic loads of automobi le are analyzed through an example

    文摘:筆者理論分析了汽車行駛在波浪形路面上時汽車對路面的動荷載作用，推導了汽車動荷載與路面波形的理論計算公式，實例計算了在給定汽車結構參數、行駛速度、波形路面的波長、振幅時的汽車動荷載
  10. It is a good assurance for reliability and security of road surface structure to identify pavement moving loads accurately

    準確識別路面移動載荷是確保公路路面結構可靠性與安全性的重要保證。
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