普通行政費用 的英文怎麼說

中文拼音 [tōnghángzhèngyòng]
普通行政費用 英文
general government expenses
  • : Ⅰ形容詞(普遍; 全面) general; universal Ⅱ名詞(姓氏) a surname
  • : 通量詞(用於動作)
  • : 行Ⅰ名詞1 (行列) line; row 2 (排行) seniority among brothers and sisters:你行幾? 我行三。where...
  • : 名詞1 (政治) politics; political affairs 2 (國家某一部門主管的業務) certain administrative as...
  • : Ⅰ名詞1 (費用) fee; expense; expenditure; dues; charge 2 (姓氏) a surname Ⅱ動詞(花費; 耗費) ...
  • : 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...
  • 普通 : common; general; ordinary; plain; honest; private; trile; average
  • 行政 : administration
  • 費用 : cost; expenses; outlay
  1. The engendering source of traffic volumes and their general influential factors have been presented, and the situation of nowadays highway transportation has been discussed. according to the introduction of traffic distribution theory and classical assignment method, analysis of traffic flow path selection among cities and that of special influential factors for traffic flow on toll highways, initial analysis to the forming mechanism of traffic volume on road sections has been made, and a probability model for path selection has been set up with the maximum - utility theory and disaggregating model. detailed analysis to impedances on road sections and their functions ( especially to three main composing factors of the impedances as cost of time, transport and toll and to the functional relations with traffic loads ) was made, at the same time, the relative cost calculating model was set up on the basis of the state - of - art achievements in both international and national researches

    主要研究內容包括:交量的產生根源及一般影響因素分析和當前公路運輸地位討論;從交分配理論及經典配流方法著手,過分析城市間交流路徑選擇為和收公路路段交量特殊影響因素,初步提出路段交量的形成機理,並採極大原理和非集結模型理論( disaggregationmodel ) ,建立戶出路徑選擇概率模型;對路段阻抗及路阻函數(尤其對程時間、車輛營運和道路收這三個構成路段阻抗的主要因素及其與交負荷間的函數關系)進較為詳盡的分析,並以現階段國內外較為先進的研究成果為依據建立相應的成本測算模型,其中,特別提出了兩種確定客貨車輛時間價值的分析方法;離散分析法和時間-率轉換法,後者是在目前基礎調查、統計數據資料不夠齊全的現實下提出的一種確定道路系統內務車型時間價值的較為實的新方法;對我國公路收策的背景和理論、實踐依據及率的各種影響因素進重點分析;從數學的角度證明合理率的存在性,並以最優化理論為基礎,建立在公路和擁擠路段交調控型收公路兩種模式下合理率的計算模型等。
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