finite amount 中文意思是什麼

finite amount 解釋
有限量
  • finite : adj. 有限的;【語法】限定的;【數學】有窮的,有盡的。n. 〈the finite〉 有限(性); 〈集合詞〉有限物。adv. -ly ,-ness n.
  • amount : vi. 1. 總計,共計,合計 (to)。2. 相當于,等於。3. 成為 (to)。n. 1. 總和,總額。2. 數值,量,金額。3. 結果,效果;要旨。
  1. A finite amount of heat is absorbed by the gas during this process.

    在這過程中氣體吸收了一定量的熱。
  2. Performance for a piezoresistive transducer pressure sensor to thermal and pressure environments can be predicted by finite element method. a simplified 1 / 8 model, considering silicon dioxide and nitride process as well as stack anodic bonding and adhesive bonding processes, was developed. the fem results were found to be comparable to experimental data. case studies suggested that pyrex stack induces certain amount of non - linearity, while it isolates hard epoxy nonlinear effect. flexible epoxy bonding or soft adhesive bonding is preferred to the packaging process. the viscoelasticity and viscoplasticity of bonding material will result in hysteresis and drift errors to sensor output. however, soft adhesive s influence on sensor can be ignored under relative stable environments. more over, detailed design and process information will help to improve modeling application

    熱、壓環境下壓阻變換壓力傳感器的性能可以通過有限元方法預測.這里研究了簡化的1 / 8模型,模型考慮了二氧化硅和氮化硅生成過程及堆陽極鍵合和膠粘結合過程.結果發現有限元預測結果和實驗數據具有可比性.範例研究表明,硼硅堆導致產生一定的非線性,但它隔離了硬環氧樹脂的非線性.在包裝過程中最好使用柔性環氧黏合或軟黏膠性結合.黏合材料的黏彈性和黏塑性將會導致傳感器輸出的滯后和漂移誤差.然而,在相對穩定的環境下,軟黏合劑對傳感器的影響可以忽略.此外,詳細的設計和過程信息有助於提高模型的適用性
  3. The upward pressure on the piston is then greater than the downward pressure by a finite amount.

    作用於活塞朝上的壓力比朝下的壓力大一定值。
  4. A new type of viscoelastic stochastic finite element method is established using first - order perturbation theory based on local averaging method of random field and karhunen - loeve expansion theory of random process. the amount of computations is greatly reduced by transforming correlated random variables to a set of uncorrelated random variables. the relations of different random response variables are analyzed and monte carlo simulations for viscoelastic stochastic structures are investigated

    基於隨機場的局部平均法以及隨機過程的karhunen - loeve分解理論,通過一階隨機攝動方法建立了考慮材料近似不可壓縮的粘彈性隨機有限元公式,由相關結構分解減少計算量,分析了各結構隨機響應量之間的關系,給出了數字特徵的計算方法,研究了粘彈性隨機結構的montecarlo模擬驗證方法。
  5. In order to reduce the calculation scale of the simulation, three dimension finite element relocating mesh model, which is controlled by the age of concrete, is presented. it " s rationality is argued theoretically. through the comparison by the fixed mesh method, it can be concluded that this model is effective, the precision can be assured and the amount of the calculation is reduced

    為了降低模擬計算的規模,本文提出了以混凝土齡期為判斷條件來控制網格浮動的三維有限元網格浮動計算模型,並從理論上分析論證了該模型的合理性,通過與固定網格法計算結果對比得出:該模型是可行的,並且在保證計算精度的前提下大大減小了工作量。
  6. This kind of high ordered filtering technique needs neither carrying out re - differentiation to the finite element lattice nor increasing the amount of calculation for reanalysis of structure

    這種高階過濾技術不需要對有限元網格進行重新劃分,也不需要增加結構重分析的計算量。
  7. However, in the industrial practice, finite and little amount of samples is usually present

    但是實際的情況是訓練樣本點數通常是有限的,有時甚至很少。
  8. 2. finite and infinite element coupling method applied in the paper can not only reflect the scattering phenomenon of waves, but also lessen the amount of calculation. it has significant advantage compared with pure finite element method

    L本文的有限元一無限元耦合分析方法,不僅可以較好地反映波在無限域介質中的能量彌散現象,同時大大減小了計算量,與單純的有限元法相比,具有顯著的優越性。
  9. 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水平地震作用下,並考慮風荷載組合,分別對「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,運用空間有限元方法,進行地震作用計算。系統地分析研究「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;水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,構件內力增大適中,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;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算,兩種方法所得結果基本一致。
  10. Particularly four following respect problems of main research of this thesis : first, excavating and optimizing of the road bed and the slope protect, on the basis of influence factor analysis and the slope design principle by the expressway of mountain area of limestone, we excavate the model of optimizing after putting forward the road bed which is suitable for the expressway of mountain area of limestone, through employ this optimize model, we can reduce the amount of road bed excavate, thus maximum reducing slope excavate destruction to environment and pollute ; according to limestone mountain area expressway characteristic of the cutting slope, we use the law of finite element and rmr of revision carry on stability analyze and appraise to their side slope ; combine the limestone rock body characteristic of mountain area, we have analyzed the corresponding side slope safeguard procedures

    論文主要研究了以下四方面問題:第一,路基開挖優化。在分析石灰巖山區環境特徵的基礎上,探討了石灰巖山區路線設計的原則與方法;在應用有限元數值分析方法對邊坡的開挖穩定性進行分析的基礎上,提出了陡開挖強支護的石灰巖山區高速公路的路基開挖方式,並建立了填挖平衡,開挖面積最小的石灰巖山區高速公路的路基開挖量優化模型;結合石灰巖山區巖體特性,探討分析了相應的邊坡防護措施。第二,土石方處理及自然水系調治恢復。
  11. In many finite - state machines, storing rules for carrying out the transitions in a state diagram consumes a large amount of memory

    許多有限狀態機為了儲存狀態圖內的狀態轉變規則,都會消耗大量記憶體。
  12. However, disadvantages still remained. during the structural analysis, large amount of high - order units were used in order to ensure the precision of arithmetic solution when using finite element method to do discrete processing

    本文是將并行機群計算系統應用到解決電法勘探中,在使用有限元方法( fem )時所產生的大型線性方程組求解問題上。
  13. Component to wait a finite amount of time for the process to exit

    組件在有限的時間內等待進程退出。
  14. Component to wait a finite amount of time for the process to become idle in the message loop

    組件在有限的時間內等待該進程在消息循環內空閑。
  15. Everybody s got only a finite amount of time in which they can learn things, and this may not be the area that excites them much

    每個人只有數量有限的時間用來學習,且他們也許對這一領域不太感興趣。
  16. The object itself might not even notice the point at which it crosses the event horizon, and will do so in a finite amount of proper time

    物體本身甚至不可能注意到它越過活動視界的點,而將以無限量的固有時間進行下去。
  17. Learn to value your time ? you only have a finite amount of it, and it ' s perhaps your most valuable asset ? and learn to show others that you value it by not taking on requests that don ' t actually need to be done by you

    有了這兩張列得滿滿的表你就可以決定眼前這個任務能不能擠進去,小心保管這張表,只有在事出必要的情況下才在上面添加項目。
  18. With the improvement of technology of digital circuit, making use of digital circuit to produce noise has become reality. for example, m sequence has been maken as mask jamming source, but its applications are limited because of its linearity and finite amount

    隨著數字電路技術水平的提高,利用數字電路來產生噪聲已成為現實。例如, m序列已經作為雷達干擾信號的噪聲源,但它的應用受到其線性性和有限數量的限制。
  19. We need to have a well - defined subset of broad html, in particular in terms of what kind of add - on capabilities, what varieties of media objects we ' re going to support, so that if we have to rom that software or make one in a finite amount of ram, that this can work

    我們需要有寬廣的html的一個定義明確的子集,在術語中的個別項目中什麼類型的數據片能力,媒體的多樣性反對的事情我們將要支援,所以如果我們必須rom軟體或發動一在有限量的隨機存取儲存器中,這能工作。
  20. Consulting on the base of a large amount of dada, both a discussion and a summarization have been made in the investigation of metal extruding law with the help of these methods and it is recommended that the numerical simulation technology based on the finite volume method has a bright future for further evolvement of the research methods used in the extruding process

    關于這些方法在擠壓變形規律研究中的運用,本文查閱了大量有關資料並加以討論總結,認為以有限體積法為基礎的數值模擬技術對擠壓規律研究方法的改進具有廣闊的發展前景。
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