設計交通量 的英文怎麼說

中文拼音 [shèjìjiāotōngliáng]
設計交通量 英文
design traffic capacity
  • 設 : Ⅰ動詞1 （設立; 布置） set up; establish; found 2 （籌劃） work out : 設計陷害 plot a frame up; fr...
  • 計 : Ⅰ動詞1 （計算） count; compute; calculate; number 2 （設想; 打算） plan; plot Ⅱ名詞1 （測量或計算...
  • 交 : Ⅰ動詞1 （把事物轉移給有關方面） hand over; give up; deliver 2 （到某一時辰或季節） reach （a cert...
  • 通 : 通量詞（用於動作）
  • 量 : 量動1. （度量） measure 2. （估量） estimate; size up
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. The structure of air - blast pipe was improved on. an orienting object was installed based on theoretical analysis, that increase the spraying span. it has been found that both spraying span and droplets uniformity improved, by installing the orienting object. according to the results of a great number of experiments, orderliness of droplets diameter along the spraying span was researched, and rational spraying span of air - assisted sprayer was suggested

    通過試驗檢驗噴霧機樣機的噴霧性能，並提出對各項參數的優化設計方案。通過正交試驗和對比試驗對霧滴取樣，證明導流器的安裝不僅增加了噴幅，而且還提高了霧滴均勻性系數。根據大量試驗的結果分析，找出了霧滴直徑在噴幅方向上所呈現的變化規律，並提出了合理的噴幅范圍。
  2. Aiming at the present design fashion of domestic bigger tunnel, simulating a bigger tunnel with catholic characteristic, confirming the parameters of traffic inducement and controlling ( tunnel length, traffic, the selection and location of detection equipments, amount of roadway indicative lamp, etc ) on the base of the analog tunnel, discussing the controlling and revulsive mode of tunnel. briefly discussing the constitution of tunnel surveillance and controlling system and the executive means of traffic controlling and inducement subsystem and network structure of tunnel controlling system. finally discussing the conformation of emulational tunnel ' s database and detailed executive program by programming the computer emulation of controlling induce subsystem

    論文圍繞「交通誘導與控制」這一中心展開，探討長大隧道交通誘導與控制設備及其控制誘導方式；結合國內外對交通流模型研究的成果，提出一套適合長大隧道交通流特點的交通流模型；並針對目前國內長大隧道的普遍設計方式，模擬一個帶有普遍性特徵的長大隧道，確定了關于交通誘導與控制方面的參數（隧道長度、交通量、檢測設備的選取和位置、車道指示燈的數目等） ；以此模擬隧道為基礎，進一步探討隧道的具體控制與誘導方式；簡要探討隧道監控系統的構成、交通控制與誘導子系統的實現方式，隧道控制系統的網路架構；最後通過編程實現控制與誘導子系統的計算機模擬，討論關于模擬隧道數據庫的構建，具體編程實現等。
  3. In this paper, a high performance sma system applied to steel bridge deck is put forth in allusion to the pavement project of the wuhan junshan yangtze river highway bridge. it comprises steel slab, zn coating layer, closing layer, adhesive, pre - mixed asphalt stone and dual layer sma from bottom to top. it is based on the fea results of the forces and deformation of the pavement layer by means of the algor feas, according to this bridge ' s traffic and the ambient temperature varying range of the pavement layer

    本文針對武漢軍山長江公路大橋鋼箱梁橋面鋪裝工程，從鋪裝層環境溫度變化范圍、交通量等使用條件出發，在用algorfeas有限元分析軟體分析鋪裝層受力變形基礎上，提出了（即鋼板+金屬鋅塗層+封閉層+粘接劑+預拌瀝青碎石+雙層sma ）的高性能鋼橋面sma鋪裝體系，並對這種sma的組成材料，包括改性瀝青、集料、礦粉、纖維進行了比較研究，設計了這種sma的配合比，對sma混合料的性能進行了對比試驗，對這種sma方案進行了疲勞性能研究，驗證了所選擇sma方案的可行性。
  4. Be completing the research in theory, it has developed “ the economic evaluation computer software system for highway construction project ”. the system integrates the “ traffic forecast system ”, which was developed by professor li shuo

    在完成理論研究的基礎上，開發了「公路建設項目經濟評價計算機系統」 ，系統集成了李碩教授先前開發的「公路建設項目交通量預測系統（ transcast ） 」 。
  5. These years with fast develpment of highly classified road, because of more and more heavy traffic and superimposed load of the bigger truck, there ' re a lot of bleeding, ruts, deformation and so on on the pavement. before according to the traditional mix design method of asphalt concrete, the pavement has n ' t suit to the modern traffic development

    近幾年我國的高等級公路飛速發展，由於交通量和汽車的載重越來越大，瀝青混凝土路面出現了泛油、車轍、擁包變形等病害，以往人們憑經驗方法設計的道路已經不能完全適應現代化交通發展的客觀形勢。
  6. The sensitivity analysis of design parameter of subgrade and pavement are used to confirmed the degree of impact on working state with change of the design parameter, it is the rational and economy that the range of design parameter are proposed. structure combination design is used to proposed basic structure of qinhuangdao ' s asphalt pavement in view of local natural environment, build material, traffic classification and soil grades. this paper puts forwards suiting 39 kinds of typical structure of qinhuangdao ' s asphalt pavement according to the actual structure, experimental section long - term observation, extensive surveys, structure theory ' s analysis and calculation

    在公路等級、交通量等級、土基等級及路面材料參數研究的基礎上進行路基路面設計參數敏感性分析，用以確定設計參數的變化對路基路面工作狀態的影響程度，並據此給出了經濟合理的路基路面設計參數范圍；結合本地自然環境、築路材料、交通狀況及土質情況進行路面結構組合設計，提出了適宜於秦皇島地區公路瀝青路面的基本結構；最後根據實際路面結構、試驗路的長期觀測、大量調查與路面結構理論分析計算相結合，提出並推薦適合秦皇島地區的39種瀝青路面典型結構，這是本課題的主要宗旨，其研究成果將直接指導設計人員的工作，並避免隨意性和盲目性，對加快秦皇島地區公路交通事業的發展將具有十分重要的意義，對其他地區也有一定的指導意義。
  7. In this paper, the traffic surveys and analysis of typical heavy - load road were performed firstly ; also the characteristics of traffic, load and distribution of axle load were studied. the deficiencies in the calculation method of surface equivalent modulus of foundation in present specification of cement concrete pavements design for highway were analyzed. based on the elastic multi - layer theory and principles of displacement equivalence, and a great amount of computing data, a calculation method was established

    本文首先從典型重載交通道路的交通調查與分析入手，研究了重荷載交通道路的交通量、軸載分佈及荷載特徵，針對現行設計規范中關于基層頂面當量回彈模量值計算公式存在的不足，利用彈性層狀體系理論，按照彎沉等效原則，通過大量的計算分析，回歸出了精度較高、適用范圍更廣的基層頂面當量回彈模量計算公式。
  8. Based on the investigation and analysis on the design structure, factual structure, damage, drainage, traffic volume, construction of cement concrete pavement in zhengzhou, this paper finds out the defect on design, construction and maintenance of cement concrete pavement, and discusses the main reasons which cause it to damage in theory and practice

    本文通過對鄭州市具有代表性的水泥混凝土路面結構設計狀況、實際路面結構狀況、破損狀況、排水狀況、交通量狀況、施工情況、養護情況的詳細調查和較系統的分析，找出了水泥混凝土路面設計、施工、養護等方面存在的不足，並從理論和實踐上論證了這些不足是造成水泥混凝土路面損壞的主要原因。
  9. Bridge, as a crucial conjunction and controlling place of road, is influenced complicatedly by many factors, for example, design normal, fixed number of year in use, material, environment, quality of maintainence, traffic, load and accident, etc. so, the construction of bridge will be changed and its capacity of bearing the weight will drop down gradually. in addition, bridge ' s erosion, aging, and damage, all these factors bring about hidden troubles for bridge ' s use

    橋梁作為道路交通的關鍵結合部與控制部位，它受到設計標準、使用年限、工程材料、外部環境、養護質量、交通量、作用荷載、偶然事故等因素錯綜復雜的交互影響，必然會使橋梁結構內部產生變異性，導致承載力逐漸降低，再加上橋梁的腐蝕、老化、疲勞、破損，給橋梁的正常使用埋下了隱患。
  10. To assaying the effecting of shan " xi highway building on road - area circumstances and soil lapse, in the paper which embarks from condition of nature resource, factor of human literature, effect of field, feature of constitute of traffic vehicle and outcome of experiment researching in freeway of xi " hu and so on. on this base it also expounds policy strategy of ecology environment in shan " xi road building. by investigating the compatibility of traffic in shan " xi, it expounds perspective traffic of device fit for shan " xi " s all kinds of corresponding road. based on assaying existing criterion of route, propriety adjusting criterion of route of shan " xi, then expounding highway building criterion fitting for shan " xi region so as to improving highway device of shan " xi region. ameliorating road environment and saving works fund

    在此基礎上提出陜西公路建設生態環境保護的政策策略；研究了陜西公路交通量適應性，提出適合陜西地區的各級公路相應的遠景設計交通量；在分析陜西公路現有線形標準基礎上，對陜西地區公路建設的線形標準適當調整，提出適合陜西地區的公路建設標準，以優化陜西地區的公路設計，改善公路環保和生態環境，節約工程資金；研究並提出陜西高等級公路路線綜合評價方法和評價方案；通過對西戶線高速公路路基試驗研究，提出適合陜西關中地區路基回彈摸量值以及路面結構設計參數，以供路面設計時參考查用。
  11. But the double arch bridges have demerits, for the design lever and the load criterions on the low side then, and the steel is scarce in the structure. when the bridges are loaded heavily, and in heavy traffic for long time, most of them are damage

    但是限於當時設計水平和荷載標準偏低，結構鋼材用量少，雙曲拱橋存在著先天不足，特別是在長期重荷載、大交通量的運營情況下，大部分雙曲拱橋都出現了不同程度的病害，許多已成為危橋。
  12. On the basis of the loess distribution, engineering geology and specific properties of road use in gansu province, this paper divides traffic volume grade according to the conditions of transportation of all high - grade highways which are being built and have already finished. besides, it analyses the relativity of three different test methods, establishes the related relations, and divides their strength grade after measuring rebound module of subgrade of the representative high - grade highways in gansu loess area. furthermore, it recommends the common semi - rigid and asphalt concrete design parameters by comparing the experiment in doors to outdoors, and draws up the optimized design program aga - lq based on advanced genetic algorithm and solves the non - liner optimization design model of asphalt pavement construction by computer

    本文基於甘肅黃土分佈、工程地質及路用特性研究，對該黃土地區在建和已建的全部高等級公路交通狀況進行了詳細調查和分析，劃分了交通量等級；對甘肅黃土地區代表性的高等級公路，利用三種不同方法實測了土基回彈模量，分析了各測試方法的相關性，建立了相關關系，對土基回彈模量進行了強度等級劃分；通過室內外試驗比較，推薦了常用的半剛性材料和瀝青混凝土設計參數值；利用計算機編制了基於改進遺傳演算法的優化設計程序aga ? lq ，並成功求解了瀝青路面結構非線性優化設計模型；最後經計算提出了甘肅黃土地區高等級公路瀝青路面典型結構，並編制了查詢圖庫軟體cx ? lq ，供設計單位直接選用，科學簡便地解決了甘肅黃土地區的路面設計問題。
  13. Design hourly volume dhv

    設計小時交通量
  14. The interleaver with channel spacing of 50ghz is designed and prototype device is achieved. we test experimentally the interleaved spectrum in the c - band which is rectangle with ripple of less than 0. 1 db. and through measuring its time delay, we obtain the character of its dispersion. a novel architecture of 50ghz mfpi interleaver with different passband widths is put forward at first

    2 、設計了通道間隔為50ghz的mgti型interleaver濾波器，獲得了該濾波器的原型器件；實驗得到了該器件在c波段兩組交錯分波的矩形化光譜，其紋波小於0 . 1db ，通過對器件時延的測量，間接獲得了其色散特性；首次提出mfpi型不等帶寬50ghz的interleaver濾波器技術方案。
  15. The paper introduces the fundamental of tot - bot first, and then does the feasibility of the model to a nalyze wnether it could be used in shaanxi road project ; furthermore, the primary study on the risk management of the model is done. finally, the paper draws the following conclusions : 1 ) the combined model has the advantages of both tot and bot, it can not only activate the fixed assets but also promote the finance of intent projects ; 2 ) faced with the problems of capital shortage and simplified finance model, shaanxi province has a increasing invest demand in the road construction area. it is confirmed that the application of the model tot - bot is feasible to the road construction project of shaanxi by analysis ; 3 ) in the market risk evaluation of the road project, to introduce bayesian theory is both scientific and feasible, which is applied to the risk evaluation of the traffic prediction

    論文首先論述了tot - bot融資模式的基本理論，並對陜西省公項路項目採用tot - bot方式建設的可行性進行了分析，初步探討了採用tot - bot方式建設的融資模式設計與風險研究，並得出以下結論： （ 1 ） tot與bot結合而以bot為主的融資模式tot - bot ，兼備了兩種融資方式的優點，既盤活了固定資產又促進了政府待建項目的融資； （ 2 ）當前陜西省公路建設項目投資需求大，同時又面臨資金不足而融資渠道單一等問題，通過分析認為嘗試將tot - bot項目融資方式應用於陜西省公路建設項目是可行的； （ 3 ）在公路項目採用tot - bot方式建設的市場風險評價中，採用貝葉斯推斷理論來對交通量預測的風險進行評價是科學的、可行的。
  16. The system uses xml to define feature operations and the communication protocol between the server and the client. to reduce network load and increase response ability of the system, the feature information is updated incrementally on the client

    該系統採用xml定義服務器端和客戶端之間特徵操作和協同設計的通訊協議，以特徵為基本協同設計單元，服務器和客戶端之間採用增量式特徵信息交互。
  17. In the past, the goal of optimum design is to get low cost and reduce material when bearing capacity of single - beam is satisfied. however, sectional dimension is so lower that bridges ca n ' t satisfy traffic rising and make a lot of incipient faults

    以往的優化設計都是在滿足單梁承載力要求的約束條件下，以造價最低、用料最省為目標進行結構優化，結果橋梁截面尺寸偏小，不能滿足交通量的增長，造成今天的諸多隱患。
  18. Research on the design of resting place in tour highway with small and medium traffic volume

    中小交通量旅遊公路休息區設計研究
  19. Design traffic number

    設計交通當量
  20. With the expansion of reformation and opening policy, transportation trade in our country has developed very quickly. traffic is heavy and the load of vehicle is growing, which greatly exceeds the value of highway vehicle. so some roads have to be used over its design parameter and some bridges are damaged

    隨著我國改革開放的不斷深入，交通運輸業有了突飛猛進的發展，公路交通量和汽車載重量日益增加，遠遠超出了當年的設計計算值，致使公路橋梁遭到了不同程度的破壞，但仍在超負荷使用，改造和加固這些超限服役的橋梁迫在眉睫，如何找出一條既合理，又省錢，又不斷交（省時）的加固方案，已是公路建設者們的一道課題。
分享友人
分享到 Line

分享到臉書