行車荷載 的英文怎麼說

中文拼音 [hángjūhézǎi]
行車荷載 英文
traffic load
  • 行 : 行Ⅰ名詞1 （行列） line; row 2 （排行） seniority among brothers and sisters:你行幾? 我行三。where...
  • 車 : 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
  • 荷 : 荷名詞（蓮） lotus
  • 載 : 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 ...
  • 行車 : 行車train working; drive a vehicle行車安全 driving safety; 行車里程 mileage; distance travelled b...
  1. It calculate 60 driving speed kilometers / hour, it design 30 kilometers of speed of deck bridges road, ground of offices / hour, road calculate and load type standard cars standard bzz - 100s, iron do distance to city one for new urban north and southses by mountain path by road surface structure, calculation 40 driving speed kilometer / hour

    計算行車速度60公里/小時，跨線橋處地面道路設計車速30公里/小時，道路路面結構計算荷載標準bzz - 100型標準車，鐵山路為新城區南北向城市次幹路，計算行車速度40公里/小時。
  2. Electrically propelled road vehicles - airborne acoustical noise of vehicle during charging with on - board chargers - determination of sound power level

    電動道路車輛.車輛荷載運行期間產生的噪聲.聲級測定
  3. Because traffic flow greatly increases in recent years and the rank of actual driving load enhances, causing this bridge to be at the excess load the service condition, so in order to guarantee the bridge ' s transport security, the main body structure of the bridge should be reinforced

    摘要長沙市八一路跨線橋由於近年來交通流量大增，實際行車荷載等級提高，使得該橋處于超負荷的營運狀態，為了保證大橋營運安全，需要對此橋的主體結構進行加固，在選擇加固方案時對比了三種加固方法：鋼混凝土組合結構加固方法、混凝土結構擴大截面加固方法、粘鋼加固方法。
  4. Author also stressly calculates plane deformations of skew girder bridge due to the actions of the subordinate phase dead load, temperature changes, shrinkage and creep of concrete and vehicle loads in different places, and thereby analyses the characteristics of plane movement for the skew girder bridge

    作者還著重對斜梁橋的二期恆載、混凝土收縮、徐變、溫度變化和不同位置汽車荷載作用下的平面變形進行計算分析，由此分析斜梁橋的爬移特點。
  5. The precise fe model was used to predict the factors of load - carrying capacity of the controlled sections of the box - girder, by selecting some important factors which can affect the load - carrying capacity, such as the area of cables, stiffness of expanding joints, elastic modulus of concrete, and the amount of living load, to simulate the several possible damages of the bridge in service in the future

    （ 3 ）該橋在運營四年後，索力、撓度、應力與主塔偏位都在設計允許的范圍內，大橋依然具備通行設計汽車荷載的能力。 （ 4 ）對該橋承載力的預測分析表明：在所分析的可能損傷狀態下，拉索具有足夠的安全系數，損傷對控制截面的承載能力系數影響較大。
  6. This paper presents design principle and method of asphalt concrete pavement typical construction and cement concrete pavement typical construction, formulates typical construction drawing of two type pavement and workouts pavement typical construction computer aided design, by summarizing and absorbing research production of home and abroad, considering different natural conditions, grade of road and traffic volume in ningxia, and collecting a mass of engineering datum, calculating and checking

    本文通過總結與吸收近年來國內外路面典型結構的研究成果，考慮寧夏地區不同的自然條件、道路等級和行車荷載條件，在大量計算、驗算的基礎上，提出適用於寧夏公路的瀝青混凝土路面典型結構和水泥混凝土路面典型結構的設計原則和方法，具體擬定了兩種類型路面的典型結構圖，並編制了公路路面典型結構計算機輔助設計程序。
  7. Through lab tests on melted and common dark green silty soil of the passway in shanghai fuxing east road tunnel by using the typical triaxial test machine - ckc, their dynamic stress and stress - strain relations with different frequencies were studied

    摘要以上海復興東路越江隧道江底旁通道凍結施工中的原狀和凍融作用后的暗綠色粉質粘土為研究對象，運用ckc循環三軸儀，採用不同的頻率來摸擬行車荷載進行室內動三軸試驗。
  8. So ansys is applied here to calculate the response of ground under moving loads in light railway system. at the locations with the big vibration, two measures for vibration - diminishing ? wave impeding block and open drain for isolating vibration are constructed, and the effective of vibration - diminishing is analyzed

    因此在計算輕軌列車荷載作用下地基土的響應時，本文運用ansys軟體進行模擬，在振動較大的地方採用設置阻波區（ wib ， waveimpedingblock ）和隔振溝兩種減振措施，同時對減振效果進行分析比較，得到了較為理想的結果。
  9. In this paper, the dynamic response problem of the beam bridge under the loads of moving vehicles is analyzed by using two - shaft vehicle model

    摘要建立雙軸汽車模型對簡支梁橋在移動汽車荷載作用下的動力響應問題進行了研究。
  10. Heavy vehicle overload becomes an important cause for damage of high way pavement

    重載車輛行車荷載已經成為了高速公路路面破壞的一個重要原因。
  11. Mechanics analysis of loads and pavement structure type to asphalt pavement rutting by 3d finite element method

    行車荷載及路面結構對車轍影響的有限元分析
  12. Road testing. measurement of a rolling load deflection. part 1 : definitions, measurements, specific values

    路面試驗.行車荷載面形成的彎曲測定.第1部分:定義測量方法特性評估
  13. Road testing. measurement of a rolling load deflection. part 5 : determination of deflection values using deflectograph 04

    路面試驗.行車荷載偏轉測定.第5部分:使用偏轉圖04對偏轉值的測定
  14. Transverse fracture is a leading form of pavement ' s breakage. lt may be made by structure ' s temperature cracking. dryness cracking and traffic load

    本文特別針對溫度和行車荷載兩種情況下，討論路面結構內力分佈情況。
  15. Here aiming at temperature and traffic load factors, have a systemic study about strcture ' s stress distribution. plan is to make use of ansys to calculate pavement structure ' s distortion with full grade gravelly interlayer carefully through changing each layer ' s thickness and module. next, analysize stress among bottom of surface asphalt layer and top of semi - rigitidy base. lastly. make a conclusion : how to distrube stress and strain about the structure after adding gravelly interlayer

    方法是採用ansys對加設級配碎石基層半剛路面結構進行多種參數模擬計算，通過改變結構材料厚度、模量等觀察基層和面層應力變化，研究碎石基層怎樣調整結構應力而防止了溫度和行車荷載產生的過大拉應力，避免基層產生內部裂縫。
  16. 3. the ground vibration caused by load of vehicle in light railway system is analyzed as well. different from the common railway and subway, the viaduct is the main structural member in light railway system, which is studied in specialty in this paper

    3 、關于輕軌列車荷載作用下的地基土的振動分析，本文考慮到輕軌的結構形式一般為高架橋，與普通鐵路和地鐵不同，因此，本文對這一問題進行了專門研究。
  17. Then, reflective crack ' s propagation model under traffic load coupled with temperature load was analyzed

    而後對反射裂縫在行車荷載與溫度荷載耦合作用下的裂縫擴展模式進行了研究。
  18. This paper on the basic of settings, at first take out the defineness about bituminous mastic, and find with the rising of the mastic, that the same bituminous ingredient cold settings updown, and the other result

    近幾年來，我國公路建設正在蓬勃發展，使用中的瀝青路面在行車荷載以及自然因素的作用下，會逐步出現各種各樣的病害，裂縫是其中最主要的破壞形式之一。
  19. Abstract : in this paper, a new simple method is put forward to on - line survey and analyse the real - time response of bridges loaded under random vehicles and people. based on linear elastic hypothesis and finite element method, the dynamic whole displacement state and load of the bridge can be obtained through surveying partial displacements, so the problem that load is unknown and difficult to determine when calculating is solved in a sense. this method is adap ted to girder bridge, arch bridge, cable - stayed bridge and suspension bridge. through the instrumentality of ways and means in this treatise, a real - time system to survey and analyse a working bridge can be established

    文摘:在線彈性假設基礎上，根據有限元理論和橋梁隨機車輛（行人）荷載的特點，討論並提出了一種通過監測部分位移，計算橋梁其餘位移和橋面荷載的簡化分析方法，解決了橋梁在隨機車輛（行人）荷載作用下的荷載確定問題，建立了動位移和等效節點荷載的有限元列式.該方法為橋梁結構的在線監測和實時分析提供了理論基礎，適用於連續梁橋、拱橋、斜拉橋和懸索橋等橋梁結構形式，具有實際應用價值
  20. After analyzing the simplified vehicle bumping models built in this paper, the conclusion that the auto load on the connecting part between the abutment is larger than that of embankment can be drawn

    通過建立簡化跳車模型對橋頭跳車現象進行的力學分析，認為路、橋相接處汽車荷載作用力較其對普通路面的作用力要大。
分享友人
分享到 Line

分享到臉書