進度時程 的英文怎麼說

中文拼音 [jìndùshíchéng]
進度時程 英文
progressive schedule
  • 進 : 進構詞成分。
  • 度 : 度動詞[書面語] （推測; 估計） surmise; estimate
  • 時 : shí］Ⅰ名1 （比較長的一段時間）time; times; days:當時at that time; in those days; 古時 ancient tim...
  • 程 : 名詞1 （規章; 法式） rule; regulation 2 （進度; 程序） order; procedure 3 （路途; 一段路） journe...
  • 進度 : 1. （工作進行的速度） rate of progress; rate of advance 2. （工作進行的計劃） planned speed; schedule
  • 時程 : time course
  1. In the study of the lumber carrier, one of the very important problem is the in spot and ultimate station due to flooding which will bring tremendous threat to the ship because of the few holds in order to study the lumber carrier buoyancy, stability and longitudinal strength under the condition of flooding, the paper adopt fundamental ship principle and iterative and accumulative concept on the basis of insumersibility theory to detailedly calculate the flooding speed flooding amount front draft after draft stability and longitudinal strength considering the ship " s sinking and inclination which will change the center of gravity and the loading station both in hold and on deck and the effect of flooding and lumber amount in holdo in the last, the paper introduces an example of the actual ship named " fei yun ling " and makes a contrast between not taking measure and taking measure which draws a reasonable conclusion and comes up to some advice the method avoids the cockamamie calculating while insures enough precision the paper draws a conclusion that not all the lumber carrier will submerge when suffering the damaged flooding if the loading or measure is suitable

    為了研究運木船舶在破艙狀態下的浮性、穩性和強度，本文在抗沉性理論的基礎上，運用船舶基本原理，採用了迭代和累計的思想，將船舶的進水過程劃分為很多次進水的積累，詳細計算了運木船在破艙進水的過程中，考慮到各種破艙參數、船舶本身的下沉、艙室內木材、甲板貨的裝載情況和在進水過程中船舶本身的傾斜對進水重心的影響，以及艙室內的進水量和木材對破口處進水速度的影響，船舶總的進水速度、進水量、首尾吃水、穩性的實時狀態和最終船舶的總縱強度，給出了計算實例，並進行了在採取用泵抽水前後浮態參數的對比，得出了該船舶在艙室內的貨物積載量達到某個數值時可以保證船舶在破艙進水時不會沉沒，或者在當開口小於某數值時，採取適當的措施后，可以使船舶避免沉沒。
  2. A theoretical formula was applied to this process so that the open circuit voltage could predict the limit of deoxidization reaction

    通過電池電動勢與時間關系的數學模型，得出外電路電壓與熔池中氧含量的關系，從而根據外電路電壓可以預測脫氧反應進行的程度。
  3. The classical frequency - domain theory forms a basis of bridge vibration analysis, however such method has some limitations. some literatures show that the time - domain analysis method has advantages for vibration analysis. because of the research on time - domain vibration analysis developed only in recent years and the theory is n ' t perfect enough, it needs to be made further investigation

    經典的簡化靜力法存在一定的局限性；反應譜法為中、小跨橋梁的抗震設計提供了廣泛的應用，但對解決大跨度橋梁的線性與非線性問題存在明顯不足；時程分析法由於該領域的研究起步較晚，目前的理論和方法還不甚成熟，有待于進一步深入研究。
  4. In this text, i give priority to analyses the oral relation revolutionization experience, taste and memory of the northeast plant female, review the content and point of the female memorial, and the female survival condition and mental state impacts from china women liberation in the 20th century 1950s 。 at that date, female body and mind suffered from most tribulation of their life, but we find that the tribulation is covered with unprecedented liberation sense at interview 。 the reason is that china tradition confucianism enthralls female thoughts, and after new china come into, communist party ensure female sovereign status in legally past unit system form 。 such emancipation of woman is based on marxism proletariat revolution theory, and is impacted by the semi - feudal and semi - colony historical of china new modern times, and is ministrant with people class liberation and social practice

    本文以東北s廠女性口述的家屬革命化經歷、感受和記憶為主要分析對象，討論了女性記憶的內容和特點以及20世紀50年代家屬革命化對女性生存狀態與精神狀態的影響。通過將這個時期中國女性放在中國革命和社會劇烈變革的歷史進程中加以認真分析和考量，從而得出結論:單位制實施的全員就業制度使婦女在一定程度上獲得了解放，但是在那個激進的時代，由於男女性別差異被忽視，結果導致了家屬革命化女性在就業過程中違反了「解放」的初衷涵義，受到了種種的不平等和苦難。
  5. The papers whose research object is the 7 - floor frame - structure with isolator - seismic layer, in which the isolator - seismic layer adopt some standard interlayer rubber isolator. by establish a 3 - dimension finite - element modal and use the a nalysis soft - ansys, we can make dynamic analysis on the structure. by analyses we can get some response characteristics of the structure sparked by the normal and rarely earthquake of 8 - degree fortify intensity, by the double - horizons seismic and by the vertical seismic

    本論文設計了一7層的具有隔震層的框架結構並以此為研究對象，其中隔震層採用標準件的夾層橡膠隔震墊，通過建立三維有限元分析模型，運用大型有限元分析軟體? ansys對結構進行動力響應彈塑性時程分析，得出了結構在8度設防烈度下的常遇水平地震和罕遇水平地震激勵下的響應特性、在雙向水平地震波激勵下結構的響應特性和在豎向地震波激勵下結構的響應特性。
  6. At that time, the at - grade crossing currently below the footbridge will be closed. in addition, the footbridge north of the tin wah roadtin shui road junction connecting tin yan estate and phase 2 of chung fu shopping centre was opened for public use on 1 september

    有關工程進度理想，預期該橋在九月底可重新開放供居民使用，而現時位於該處橋底的臨時路面行人過路處，則將在南橋開放后停止使用。
  7. There was a critical temperature tm between 1200 ~ 1215. above the tm the relationship between the temperature and the extent of reaction of cu2o and al, which would react completely by keeping the time of holding temperature longer or rising temperature higher, is of liner relation. 3

    Cu _ 2o與al的反應存在一個臨界溫度，這個臨界溫度為1200 1215之間的某一溫度t _ m ，高於t _ m ，熔液溫度的提高與cu _ 2o與al的反應進行的程度呈線性關系，並且延長保溫時間或者繼續升高反應溫度最終都能使反應完全。
  8. This procedure can imitate the single well pumps water the chronometer calculates at all point water level in district declines deep with horary variety ; study the sport law of the rivers ; solve definitely flow draw water issue wanton boundary the wells of termses, predict that dives under water in the location, guide and construct and excavate the progress, appraise the rationality of the precipitation scheme

    此程序可以模擬單井抽水時計算區域各點水位降深隨時間的變化，研究水流運動規律；求解任意邊界條件下的井定流量抽水問題，預測潛水位，指導施工開挖進度，評價降水方案的合理性。
  9. This article obtains from the research technology progress to economy rate of rise contribution degree, the use " the charles w. cobo and paul howard douglas production function " and " solow function " unifies the technology progress to the northern tianshan slope economic belt economy rate of rise contribution degree to make the theoretical analysis and the real diagnosis discussion, analyzes this region technology progress development through computation different time technology progress contribution degree the dynamic behavior, through compares each interurban technology progress contribution degree difference condition analysis promotion technology progress level to enhance intrinsic machine - made and the external environment, by tendency angle research technology progress condition and influence factor, thus hinders the northern tianshan slope economic belt technology progress factor, and the ponder countermeasure, accelerates the northern tianshan slope economic belt technology progress, the promotion economy growth provides the reference.

    本文從研究技術進步對經濟增長速度的貢獻度入手，採用「柯布-道格拉斯生產函數」和索洛「增長速度方程」相結合的方法就技術進步對天山北坡經濟帶經濟增長速度的貢獻度做出理論分析和實證探討，通過計算不同時期的技術進步貢獻度來分析本區域技術進步發展的動態行為，通過比較各城市間的技術進步貢獻度差異狀況分析促進技術進步水平提高的內在機制及外在環境，以動態的角度研究技術進步的狀況和影響因素，從而為分析阻礙天山北坡經濟帶技術進步的因素，並思考對策，以期加速天山北坡經濟帶技術進步，促進經濟增長提供參考。
  10. Discusses the optimizing process of treatments of the main technical problems, which include the construction schedule, the field plan and t he balance of earth and rock works, method of the river closure and cofferdams sections, procedure and time of the river colsure, form of the cutoff, construct ion of the cut - off walls

    論述了三峽大江截流及二期圍堰實施過程中的施工進度計劃、料場規劃與土石方平衡、截流方式與圍堰斷面形式、截流進占程序和時段、防滲形式、防滲墻施工等主要技術問題的優化完善過程
  11. Nevertheless, in these approaches the contact intethee are charactered sboly ed stiffeess k. and k. " which is not perfect and rigorous in thc vitw of solid mechanics and rather rough for the description of the behavior of the idtfores. in collbet, taken as a contact problem, the principal chatrs of the idtcthees can be reflected : ( l ) the cbntact inifore is of shear strength which implies tha a generic pair of contact points on the inidse will displace coincidentally if the tangential fbrce at this point has not reahed the 1imit resistance, else, relative s1ide betwee the points will occur along the tangental direction. ( 2 ) no matter the relative slide occurs or not, the contact bodies cannot invade each other in any wise

    本論文在對這兩種方法進行認真的分析后，說明它們對不連續面的描述並不合理，也無法反映出不連續面的主要力學特性，同時指出，將帶有不連續面的巖土工程問題作為接觸問題計算更為合理，它可將不連續面受力變形的主要特點反映出來，即： （ 1 ）接觸面具有相應的「抗剪強度」 ，即當接觸面上某一點處的切向應力小於該點處的抵抗強度時，點對共同變形；達到強度時，則沿切向發生相對滑動； （ 2 ）在整個變形過程中，發生接觸的變形體不能相互侵入。
  12. Because of the existence of asymmetric information, we see an inability of the exporter ' s government to verify the actual quality of products, which will limit its ability to encourage trade through eci once the coverage provided goes be yond a certain threshold

    當政府通過出口信用機構提供的保險承保比例超過一定的合理程度時，會使出口商欺瞞產品質量的道德風險增大，從而妨礙了出口信用保險促進貿易的作用發揮。
  13. The author maintains that the shipping corporations in china should attach more importance to the problem of relevant corporation, that corporate personality can be negated under certain conditions to make sure the controlling corporation assume its liability to its creditors, thus strengthening the protection for the creditors. the author also holds that procedure law should be consistent with substantive law and only if problems such as the qualified subject and burden of adducing evidence etc. are clarified, equity can be really achieved

    筆者認為，當今航運企業應當正視關聯企業的問題；在一定的條件下可以對公司的法人格進行否定，以使控制公司承擔對債權人的債務，加大對債權人的保護力度；同時，程序法也應當同實體法相統一，只有明確適格的主體和舉證責任等問題，才能實現真正的公平。
  14. Besides the catechetical correspondence course offered by the central council of catholic laity including text model and web model, it is hoped that other institutions diocesan audio - visual center and diocesan laity formation office etc. can make use of information technology, to produce multi - media catechism revision courses, by means of self - learning cds and websites etc., emphasizing interaction and interest. such courses can even provide teachers who will hold periodic meetings as follow up for the learning process

    除教友總會的再慕道課程文字及網上版外，有關機構教區視聽中心及教區教友培育辦事處等可利用資訊科技製作多媒體再慕道課程，透過自學光碟及相關網際網路，強調互動和趣味，甚至有導師定時跟進學習過程，詢問有關進度等，課程內容以生活和信仰整合為中心。
  15. Thirdly, we have introduced the discussions on the existence of compulsory offer acquisition. we hold that in evaluating whether it is reasonable to establish the compulsory acquisition system and whether the compulsory offer acquisition system is effective, following objective conditions should be taken into consideration : 1. the legislation background of formulating the system ; and 2

    但是評價是否應當建立強制要約收購制度，以及強制要約收購制度是否合理有效，應該結合立法時的客觀情況進行客觀分析，這些客觀情況應當包括以下內容：制定該項制度當時的立法背景，即在制定收購制度時，收購市場秩序是否健康，中小投資者的利益在收購過程中是否得到切實的保護
  16. After which, the battery will be charged by large constant current to allow the fast charging. finally, the constant voltage charging is adopted to guarantee the battery was charged to its full capacity. under the condition that the temperature has raised to a certain threshold at the constant current charging stage, the over temperature circuit is performing and it provides a compensation current which switches the system to constant temperature charging mode with the intention of protecting the ic

    即在充電初期採用較小的電流對電池進行預處理，對出現過放電的電池進行修復和保護;然後採用較大的恆定電流對電池充電，實現快速充電的目的;最後採用恆定壓充電，確保電池充滿;在恆流充電階段，當晶元溫度上升到一定程度時，晶元過熱保護電路開始工作，該電路以提供充電補償電流的形式使充電進入恆溫充電模式，對晶元進行保護。
  17. It elucidates the grade and layout of the construction diversion structures, testifies the technical rationality and economic advisability that the alternative of the cofferdam uses to dam up the discharge ( p = 10 %, q = 275. 2m3 / s ) during the post - flood period, was made by hydraulic calculation, structural design, investment comparison, progress analysis and investment risk analysis

    文中說明了施工導流建築物的等級、水工布置。通過水力學計算、結構設計、導流方案投資比較、進度分析和投資風險分析，說明了四湖溝水利樞紐工程採用圍堰擋汛后時段洪水導流方案的合理性和經濟性，為施工決策提供理論依據。
  18. Some stiffness matrices of special elements such as rubber bearings and components with field are derived from primary - secondary and inverse transform in structural matrix analysis. then, seismic response analytical models and non - isolated continuous rigid frame bridges are set up, while considering the interaction of soil - pile - structure and traveling wave effect simultaneously. finally, the seismic time history response of the two models is calculated by means of the finite element method, and the results show that the isolated bridge posses powerful earthquake resistance

    首先論述了公路大跨徑橋梁的地震反應分析方法，其中包括樁-土-結構相互作用、行波效應等因素對結構物的影響；其次，利用結構矩陣分析中的主從變換和逆步變換，推演了幾個特殊單元的剛度矩陣，包括橡膠隔震層單元和帶剛域構件單元；最後，考慮樁-土-結構相互作用和行波效應的結合，分別建立隔震與非隔震連續剛構橋地震反應分析模型，通過有限元法對兩種結構進行時程分析，結果表明：隔震層上部結構的地震加速度反應、位移反應均明顯減小，這說明隔震的連續剛構橋具有很好的抗震能力。
  19. To compare with the results of the testing, acceleration time - histories outputted from table - board of vibration table

    為了與試驗結果進行比較，有限元計算時採用振動臺臺面輸出加速度時程作為計算模型輸人地震動加速度時程。
  20. With the input of a vibration acceleration history of subway train, a full dynamic analysis of soil - pile - structure is carried out. the propagation of vibration wave on the ground and vibration responses of the huge platform and the storied buildings are analyzed. some conclusions are drawn as follows : ( 1 ) with the increase of the distance to the vibration source, vibration intensity of the ground decreases ; ( 2 ) the vibration intensity of the ground in vertical direction is slightly larger than that in horizontal direction ; ( 3 ) with the increase of the distance to the vibration source, the situation that the vibration intensity of each building in horizontal direction is maximum at highest and lowest story whereas minimum at the middle story changes gradually to that decreasing with the height of building ; ( 4 ) in vertical direction, the vibration velocities and accelerations at the end points of each story of a building are the nominal identical, which indicates that the vertical vibration of them is unanimous ; ( 5 ) the vibration intensity in vertical direction of a building is larger than that in horizontal direction ; ( 6 ) increasing of the elasticity of track is an effective way to abate vibration of ground and buildings

    本文以北京地鐵八王墳車輛段地上超大結構（車輛段大平臺及其上的小區樓房）及其地基基礎為研究對象，在研究和分析有關資料的基礎上，用快速拉格朗日有限差分法軟體flac建立了二維數值分析模型，並以列車振動加速度時程作為模型輸入，進行了地基?樁基礎?地上結構的整體動力學分析，分析了地鐵列車運行產生的振動在地面的傳播規律及其對地上結構的影響，得到了如下結論： （ 1 ）隨著與地鐵線路距離的增大，地面的振動強度有減小的趨勢； （ 2 ）地面豎直方向的振動強度較之水平方向的略大； （ 3 ）隨著與振源距離的增大，在水平方向上，地上各幢樓房的振動強度由底層和頂層的最大、中間層的最小逐漸過渡到沿樓層增高而減小； （ 4 ）在豎直方向上，每幢樓各層端點的振動速度、加速度完全相同，表明樓房各層在豎直方向上的運動狀態一致； （ 5 ）各幢樓房豎直方向的振動強度比水平方向的大； （ 6 ）增加軌道彈性是減輕地面和地上建築振動的有效途徑。
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