適運水分限 的英文怎麼說

中文拼音 [shìyùnshuǐfēnxiàn]
適運水分限 英文
transportable moisture limit
  • : 形容詞1 (適合) fit; suitable; proper 2 (恰好) right; opportune 3 (舒服) comfortable; well Ⅱ...
  • : 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...
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : 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
  • 水分 : 1. (物體內所含的水) moisture [water] content; dew; humidity 2. (誇大的成分) exaggeration
  1. Thirdly, it is supported by java technology. java language is not only a right programming language to build agent, but also it has some characters such as architecture neutral and higher safety, running java applet, program can increase the functions of the client, lighten the burden on the server, as well as can operate the client contents according to the privilege assigned, and in order to increase the safety of system. finally, in the thesis, by using the knowledge related probability and statistics, author puts forward a kind of method which can make the grade mark quantifying, and with this method, the problem which is how to get an accurate evaluation for the subjective test questions that learners answer in exam, is solved primely

    本文針對以上缺點,提出基於agent的個性化遠程教學系統,本系統中引入散式人工智慧( dai )領域中的agent技術,在系統中構造一個學習者agent ,它隨時跟蹤學習者的學習過程,記錄其興趣、愛好等個性特徵,並時地調整對其採用的教學策略,有效地解決了目前的系統智能性較低的缺點;其次,本系統採用xml技術來組織教學內容,改變了html中內容和形式捆綁在一起的缺點,使得內容和形式相離,從而可以為太原理工大學碩士學位論文不同認知平的學習者提供不同的教學內容,增強了交互功能;另外,本系統採用java技術, java語言不僅合作為agent的開發語言,而且java語言具有平臺無關和安全性高的特點,通過行javaapplet來增強客戶端的功能,減輕服務器端負擔,並且這些appiet根據客戶賦予的權對客戶端內容進行操作,增加了安全性;最後,本文用概率論與數理統計學中方法,提出一種把等級成績數量化的方法,很好地解決了對學習者考試中主觀題的準確評價問題,為實現個性化教學提供了一個較準確的依據。
  2. The comparative analysis is made firstly, which shows that the truss arch aqueduct can be built on the weak foundation and is also satisfied with the demand for large span length and the great discharge ability, so the type of aqueduct is a better for the project. then the finite element program ( super sap93 ) is applied to the structural analysis of the space structure

    首先通過對常用渡槽結構型式的對比析,闡明該渡槽是一種可在軟弱地基上修建的、能滿足大跨度、大流量要求、用於南北調中線工程的排建築物,然後用有析程序supersap93對桁架拱空間結構進行了受力析。
  3. This paper aims at studying the carrier ' s liability regime in the carriage of goods by waterway in china, elaborates the main contents of the carrier ' s liability regime including the period of responsibility, rules of liability, scope of liability, limitation of liability and non - contractual clai7m with the methods of comparative analysis, normative analysis, positive analysis and combining national law with international law

    本文以我國路貨物輸承人責任制度為研究對象,用比較析的研究方法,並當採用規范析、實證析、國內法與國際法相結合的論證方法,對承人責任制度的主要內容,包括責任期間、歸責原則、賠償責任范圍、責任制以及非合同之訴等問題進行了系統闡述。
  4. Transportable moisture limit

    適運水分限
  5. The whole dynamic finite - element analysis simplified based on 2d plane is performed to adapt engineering requires. the effect of both kinematic interaction and inertial interaction on pile - soil - structure systems within layered soil field is relatively comprehensively investigated. at the same time, the boundary effect of model, the horizontal dynamic features of piles and the nonlinear characteristic of slide and contact on the interfaces of pile - soil are considered too on the ground of no - element meshing technique applied for dimensional effect of piles in stratum - soils

    建立了以應工程需要的基於二維平面動力析的簡化整體有元模型;提出了能有效考慮樁尺寸效應的樁-土無單元劃技術,在考慮了模型的邊界效應、樁基的平動力特性和樁土界面的滑移、接觸非線性行為的基礎上,從時域內較為全面的研究了層狀土域中樁基上下部結構的慣性相互作用和動相互作用兩種基本效應。
  6. China marine oil spill contingency plan is now in the process of improvement. the inland waterway oil spill is another important area remain to be explored in term of increasing accident rate and booming shipping amount in yang tzi river. the need for inland waterway oil spill contingency plan is imperative. at strategic level, this paper compares several existing oil spill risk analysis methods including " historical date analysis " and " comparative risk indexes ", pointing out limitation of them, and then apply the " comparative risk indexes " approach to " river segment " spill risk analysis, developing " river segment oil spill comparative risk assessment framework " this paper also take new approach to collision and grounding in river by stochastic modeling tanker traffic in narrow waterway

    本文在內河溢油反應戰略規劃層次上,析現有的溢油風險評估方法,包括歷史數據統計法和比較風險評估法,指出相關方法的用性和局性;基於長江下游道採用「區段」和「河段」雙層評估的思路,提出「長江下遊河段比較溢油風險評估模式」 ;將馬爾科夫狀態轉移的思想應用到船舶動描述中,從隨機過程角度析船舶在道中的行和事故發生,得出船舶事故概率計算模型。
  7. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在平地震作用下,並考慮風荷載組合,別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系,通過改變結構參數,用空間有元方法,進行地震作用計算。系統地析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ,以及「構件內力」 。結果表明:在等面積原則下,異型柱代換矩形柱后,結構剛度增大,側向位移明顯減小,地震反應力略有增加,框架柱軸壓比最大增幅小於8 % ,結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時,結構有利於抗震;平地震作用力與整體坐標夾角為0度時,結構地震作用效應較大,屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐,側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小,構件內力增大中,是一種抗震性能優越的結構體系:在抗震設防烈度較高地區( 8度)和抗震不利的建築場地( m類場地) ,採用異型柱結構體系時,應盡可能減輕結構自重,降低地震作用力;別採用「振型解反應譜」法和「時程析」法進行地震作用計算,兩種方法所得結果基本一致。
  8. To meet the needs of the development of international and domestic situations, improve the overall competitiveness of china ' s telecommunications industry and promote its sustained, healthy, rapid development in the new age, we need to make full use of favorable conditions ; resolve unfavorable conditions to a minimum ; make new breakthroughs in perfecting the supervision mechanism, forming an effective structure of competition, shifting operation mechanism and improving the external environment ; and raise its ability to operate in the environment of market economy and the framework of international regulations

    使我們在我國電信業的改革進程中,能夠充利用有利條件,最大度地化解不利因素。在不斷完善監管機制、形成有效競爭格局等方面取得新的突破。切實的提高在市場經濟環境與國際規則框架下我國電信營企業的作能力和平,更好地應國際、國內形勢發展的需要,提升我國電信業的整體競爭能力,推動我國電信業在新的歷史時期里持續健康快速發展。
分享友人