結系 的英文怎麼說

中文拼音 [jiē]
結系 英文
incrust
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : 系動詞(打結; 扣) tie; fasten; do up; button up
  1. Physiologically, the fear response is linked to activity in the amygdala of the limbic system

    從生理上說,恐懼中的反應和淋巴結系統中扁桃腺的活動有關。
  2. This article summarizes related theory on the status and function of service industry for economic development, systematically introduces and reviews the major point of view on the function of view on the function of service industry on economic development held by different schools such as post - industrialization society and new industrialism

    本文對國外有關服務業在經濟發展中的地位和作用的相關理論進行了歸納和總統介紹了后工業社會、新工業主義等各個流派對于服務業在經濟發展中作用的主要觀點,並加以評述。
  3. And an intelligent fault detecting system is established. starting from analyzing the possible faults existed ; relations between the fault patterns of the wall - climbing robot and the characteristic signals are established. so the problem of fault detection of the robot is in essence a problem of pattern recognition

    主要內容如下:對壁面機器人的可能故障進行分析,總結系統可能的故障類型,並選擇體現不同故障類型的特徵信號,構建統的故障空間和故障徵兆空間,建立了兩者之間的映射關,並在此基礎上制定了故障診斷方案。
  4. The content of this paper is arranged as foll owing : chapter 1 introduces the concept of credit, credit risk and credit assessment, as well as the history and development of credit assessment ; chapter 2 introduces the history of ai technology, and the background of expert system and neural network. characters and disadvantages of expert system and neural network are presented respectively and the necessity of combining expert system and neural network is lightened ; chapter 3 shows the process of dealing with sample data, including the treatment of exceptional data and factor analysis, and puts forward the concrete framework of the mixed - expert credit assessment system ; chapter 4 introduces concept of object - oriented technology, and constructs object model and functional model after analyzing the whole system. it also illustrates the implementation of concrete classes by an example of rule class and the inference algorithm in the form of pseudocode ; chapter 5 introduces the structure of the whole system, the major functional models and their interfaces, and the characteristic of the system is also generalized ; chapter 6 summarizes the whole work, and points out the remaining deficiencies as well as the prospective of this method

    本文具體內容安排如下:第一章介紹了信用、信用風險、信用評價的概念,回顧了信用評價的歷史、發展和現狀,並綜合各種信用評價模型,指出這些模型各自的優缺點:第二章簡單描述了人工智慧技術,著重介紹有關專家統與神經網路的基礎知識,通過總它們的優缺點,指出合專家統與神經網路構造混合型專家統的必要性;本章還介紹了神經網路子模塊的概念,提出了混合型專家統的一般框架與設計步驟:第三章對樣本數據進行處理,包括異常數據的剔除、因子分析等,提出了信用評價混合型專家統的具體框架構,介紹了統知識庫的主要部分、基於優先級的正向推理機制的流程、以及基於事實的自動解釋機制的具體實現方法;第四章介紹了面向對象技術,進而採用面向對象對信用評價統進行分析,建立了對象模型和功能模型,並在此基礎上,採用c + +語言以規則類為例說明統中具體類的實現,用偽代碼的形式描述了推理的演算法;第五章描述了整個統的構,對統主要功能模塊和界面進行了介紹,並總結系統的特點;第六章總了全文,指出本文所構造統存在的不足以及對將來的展望。
  5. Along with variability of vertical coefficient of consolidation rising, the sensitivity of probability characteristics of average percent consolidation of double - layered soil to the variability of vertical coefficient is falling, and the sensitivity of it to the variability of vertical coefficient is rising

    雙層地基平均固度的概率特性對豎向固結系數變異性的敏感性隨著其變異數的增大由強變弱;隨著豎向固結系數的變異數的增大,平均固度的概率特性對豎向固結系數分佈概型的敏感性由弱變強。
  6. The formulas for computing mean and deviation of the average consolidation degree of double - layered soil are derived as vertical coefficient of consolidation submitting to gamma distribution. with these formulas, the influence of geotechnical auto - correlation distance to the probability characteristics of consolidation degree is studied. it shows that along with the rising of auto - correlation distance, the sensitivity of probability characteristics of consolidation degree to auto - correlation distance is falling

    當豎向固結系數為gamma分佈時,推導了雙層地基平均固度均值和方差的計算公式:利用該公式分析了土性自相關距離對平均固度概率特性的影響,果顯示,自相關距離越大,平均固度的概率特性值對自相關距離越不敏感。
  7. Swedex gmbh co kg deals among other things in binding systems, laminating systems as well as in thermal binder systems, presentation files and also in presentation ring binder

    Swedex gmbh co kg是一家高級企業,該企業使用多種工藝製造打包統、膠結系統,復合統,熱象儀器統,代表文件夾。
  8. Deeplying cohesive soil ; land subsidence ; consolidation law ; consolidation parameter

    深層粘性土地面沉降固規律固結系
  9. The knot was fastened in such a way that it was impossible to undo

    這個結系得那麼緊,根本解不開
  10. Some assignments of the chemical bonds associated with the spectra are based on previously published results for bacteria and pollen

    而光譜呈現之化學鍵結系基於之前文獻中細菌與花粉之實驗果。
  11. The calculated condensation coefficients of argon from the modified theoretical formula agree well with the md simulation results from different authors. quasi - stable evaporation process of water is experimentally investigated

    對于氬的凝結系數,該修正式獲得的凝結系數能與本文及其他作者的模擬果相吻合,計算準確度可望優于現有的其它凝結系數統計理論計算方法。
  12. With md method, we studied evaporation and condensation process. by statistically analyzing the behavior of the colliding molecules with the interface, we presented a novel method, namely, the characteristic time method, to calculate the evaporation / condensation coefficient. in this method, the condensed then re - evaporated process is considered

    對蒸發與凝過程進行了分子動力學研究,提出了統計凝結系數的新方法- -特徵時間法,該方法通過統計獲得有效區分反射過程和凝再蒸發過程的特徵時間,從而使求得的凝結系數近似程度更好。
  13. The reliability of consolidation of double - layered soil is analyzed by monte - carlo method. a probability design coefficient is defined, and the relation between the coefficient and failure probability is given, then the process for probability design of double - layered soil consolidation is provided

    定義了一個概率設計數,在豎向固結系數服從不同概率分佈的情況下,給出了其與失效概率的關式,並給出雙層地基固的概率設計的步驟
  14. Authors adopted an average secondary consolidation coefficient in settlement calculation of peal foundation in order to make results more reliable

    為了使沉降計算更可靠,建議泥炭地基的沉降計算採用平均次固結系數。
  15. If interval is specified, vmstat will summarize system activities over the last interval in seconds repeatedly

    如果指定了interval , vmstat將立即反復按照最新的間隔總結系統活動的概要信息。
  16. From the vapor phase to the liquid phase, the temperature jumps near the interface. therefore, it is difficult to accurately measure the temperatures near the interface. this may be the main reason of the large difference between the evaporation / condensation coefficients obtained from different experiments

    由於界面處存在明顯的溫度跳躍,界面溫度的準確實驗測量難度較大,這很可能是文獻報道的蒸發/凝結系數的實驗研究果數據分散程度較大的主要原因。
  17. It was shown that there were many factors impacting on the creep characteristics of soils, such as the initial degree of consolidation, drainage condition, load ratios and so on ; and the relationship between coefficient of secondary consolidation and consolidation pressure depended on preconsoildation pressure and load ratios in the test

    果表明:軟土的蠕變特性與多種因素有關,包括土體的初始固度、土層排水條件、加荷比等:次固結系數與固壓力的關取決于土體的先期固壓力和試驗中的加荷比。
  18. The reliability of secant modulus method is validated in which final consolidation settlement is computed. the experience formula of coefficient of permeability ( k, 0 ) and pore ratio ( e ) is presented and the experience expression of coefficient of permeability ( k10 ) and strain ( ) is offered too. lt is important to modity the acquiring method of coefficient of consolidation, because the method embodies that strain and pressure of consolidation effect on coefficient of consolidation

    本文首先驗證了用割線模量法計算軟土地基最終固沉降的可靠性;其次得到了滲透參數k _ ( 10 )和孔隙比e的經驗關,並且更進一步給出了滲透數k _ ( 10 )和應變之間的經驗公式,更重要的是對求取固結系數的方法給予了改進,該方法反映了固結系數隨應變和應固壓力的變化規律。
  19. Based on the new model, the influences caused by soil structure, apparent preconsolidation pressure, the re - compression index, the coefficient of secondary compression, the magnitude of loading, the coefficient of permeability, the rate of loading, the thickness of clay, the self - weight, the layered property etc, in the process consolidation of soil with structure, are analyzed in detail. the difference between the present model and yin & graham model was also given

    基於本文新建模型,分析論述土構性、表觀前期固壓力、再壓縮數、次固結系數、荷載增量大小、滲透數、加荷速率、固層厚度、自重應力隨深度變化和土體成層性等對土固的影響,比較本文模型與yin & graham模型的異同,闡述土構性和流變性對軟土固壓縮行為的影響。
  20. With the characteristic time method, we also studied the condensation coefficients of water and argon in liquid - vapor equilibrium system. the simulated condensation coefficient decreases with the increase of temperature for both argon and water, and the condensation coefficient of water is larger than that of argon. though the polarity and the rotation are considered in the simulation of water, the difference between the condensation coefficients of water and argon is not remarkable

    模擬獲得的lennard - jones流體和水在平衡條件下的凝結系數表明:水和氬的凝結系數為溫度的減函數;水的凝結系數略高於氬的凝結系數;雖然在水的模擬中考慮了分子的極性、旋轉等因素,但模擬獲得的水與氬的凝結系數之間的差距並不顯著,具體原因仍有待于進一步的探討。
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