態度連續體 的英文怎麼說

中文拼音 [tàilián]
態度連續體 英文
attitude continuum
  • : 名詞1. (形狀; 狀態) form; condition; appearance 2. [物理學] (物質結構的狀態或階段) state 3. [語言學] (一種語法范疇) voice
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • : Ⅰ動詞1 (連接) link; join; connect 2 (連累) involve (in trouble); implicate 3 [方言] (縫) ...
  • : Ⅰ形容詞(連接不斷) continuous; successive Ⅱ動詞1 (接在原有的后頭) continue; extend; join 2 (...
  • : 體構詞成分。
  • 態度 : 1. (舉止; 神情) manner; bearing; how one conducts oneself 2. (對於事情的看法) attitude; approach
  • 連續 : continuation; succession; series; continuity; continuing; running; continuous; successive; contin...
  1. In the research, a set of simulation equipment is developed to examine the drivers " static and dynamic fatigue. recur to the apparatus, contrast and control experiment are made among different ages, workload intension and workload factors group. the endings summarize as following : ( 1 ) driving sensation fatigue investigation ( investigation of psychological and physiologic index and contrast investigation of fatigue ) ; continuous driving load and discrete driving load investigation of fatigue

    ? ?門)駕駛疲勞平衡穩定性是通過在力檢測臺上描繪人重心軌跡的方法,提出檢測駕駛員疲勞平衡穩定指數,在不同狀下(傾斜15 30 『以及閉目等狀下)對不同負荷、不同年齡分別進行測試,建立駕駛疲勞客觀測試評價系; n )經實驗室研究與現場調查,通過對駕駛疲勞與駕駛時間、駕駛速等關系的研究,提出了不同年齡、不同條件下的最大安全駕駛時間標準,日駕駛時間標準,最大安全行車速標準等。
  2. The result shows that the quenching inductor with wimble magnet inlaid is adaptable for this technique, and the vertical quenching machine can be used in mass production

    結果表明,帶錐角鑲嵌導磁的圈式感應器,其有效圈高、錐角和內徑的合理匹配可以滿足淬硬層形的要求,採用立式淬火機床淬火可以大批量生產合格的半軸。
  3. Then fourier transformation is employed to solve equations of motion of the rings, bulkheads, stringers and fluid respectively, with their reactions ( moments ) expanded by the shell ' s in - vacuo modes. by means of continuity conditions on the interfaces between the shell and the stiffeners as well as the fluid, and inverse fourier transformation, the modal reactions ( moments ) are finally expressed by the shell ' s modal velocities

    然後用fourier變換分別求解環肋、艙壁、縱骨和流場的運動方程,將它們對殼的作用力(力矩)用殼周向模展開,利用它們與殼接處位移條件以及fourier逆變換得到用殼表示的模相互作用力(力矩) 。
  4. This paper establishes a model simulating dam actual placing process and considering the non - continuity of initial temperature on the boundary of new and old concrete, daily air temperature change, concrete - placing temperature, hydration heat, heat insulation on boundary, water - storing process, placing intermission and curing with water. the calculation of stress field considers the concrete weight, static water pressure, thermal stress, different autogenous volume change between rcc and normal concrete, change of elastic modulus of concrete with age and creep action

    考慮了乞今最為全面的初始條件和邊界條件,包括模擬壩的實際升程過程,考慮了新老混凝土接觸面上的初始溫,逐日的氣溫變化,混凝土的入倉溫,水化熱溫升,邊界保溫,水庫蓄水過程,澆築間歇以及灑水養生等因素;應力場的計算考慮了混凝土的自重,靜水壓力,溫應力,常混凝土與碾壓混凝土不同的自生積變形,混凝土的彈性模量隨齡期的變化以及徐變的作用。
  5. An idea, simulating the fuzzy model by establishing the fuzzy model and fuzzy control rule of the controlled object is proposed. generally, it is difficult to acquire the accurate mathematical description of the controlled object. a dynamic modulating factor is introduced in the designing of the fuzzy controller so as to improve the precision of the fuzzy control. and a more convenient defuzzify calculation method is adopted. the cart and the single inverted pendulum are taken so as to illustrate the simulation result. in addition, the detailed qualitative analysis of the fuzzy system is achieved. a kind of common method of qualitative analysis is proposed. it can be used to analyse the fuzzy system and describe the behavior of the system state precisely in the phase plane. the simulating results illustrated the method is feasible and available

    提出了在難以精確描述控制對象數學模型的情況下,通過建立控制對象的模糊模型來確定系統的模糊控制規則,並對模糊系統進行模擬分析的思想.利用系統定性分析的思想,提出一種對模糊系統進行定性分析的可行方法,在相平面內較為準確地刻畫模糊系統的動行為.在模糊控制器的設計中,引入動調節因子來提高模糊控制的精,並採用了一種便於實際運算操作的解模糊運算方法.在一種簡單的控制對象情況下進行了具的模擬計算,得到較理想的控制效果.此外對具有精確數學模型的一級倒立擺系統進行此種模糊控制,亦取得很好的模擬結果
  6. Erlongshan reservoir water quality was evaluated for class and class by monitoring continuously indexes and was unable to meet the requirement of central drinking water source due to higher cod ( subscript mn ), tn and tp and eutrophic environment

    摘要監測和分析了二龍山水庫的水質,對水污染程進行了評價,水庫高錳酸鹽指數、總氮和總磷超標嚴重,呈現富營養化狀,總水質為類和類,已無法滿足集中式生活飲用水水源地的水質要求。
  7. At the other hand, we can perform the rrpa calculation with the continuum replaced by a set of outgoing single particle resonances, it indicates that the resonances in the continuum play an important role in the description of nuclear dynamical processes, such as collective giant resonances. energies, widths and wave functions of the single particle resonant continuum are determined by solving scattering states of the dirac equation with proper asymptotic conditions for the continuous spectrum in the r ' elativistic mean field theory. the relativistic regular and irregular coulomb wave functions are calculated numerically

    在進行相對論無規位相近似計算時將譜中所有的正能用單粒子共振來代替,並且在計算中採用單粒子共振的真實寬,利用這種方法我們計算了核的同位旋標量巨八極共振響應函數,並且和考慮了譜中所有正能貢獻的結果進行比較,計算結果表明,譜中只考慮單粒子共振對核的集激發的貢獻時,給出的響應函數基本上能夠重現考慮了所有正能貢獻時的計算結果,這說明了在核的集激發中,譜中主要是單粒子共振的貢獻。
  8. The transient mathematical equations are addressed for the coupled heat and moisture transfer by taking account of moisture accumulation procedure. an analytical method by means of the transfer function is proposed to predict the transient distributions of temperature and moisture content at different interfaces in walls. a numerical analysis approach based on an efficient finite - difference method is developed to deal with the procedure of coupled heat and moisture transfer in a multilayer wall with nonlinear boundary conditions considered

    建立了考慮濕積累過程的瞬熱濕耦合模型,在方程中引入了濕積累項;發展了一種傳遞函數解析方法進行墻內不同剖面處溫和含濕量的動預測;首次提出了一種基於有效有限差分法預測非線性邊界條件下多層多孔結構內的傳熱傳濕過程的數值分析方法,求解過程中考慮了瞬邊界條件,從而避免了通常處理中由於邊界條件設定為常數而給計算帶來的誤差,對于多層結構每一層物性參數的非性,則採用了有效的有限差分逼近處理。
  9. The specific heat on undercooled liquid state is linear with temperature, and it is the prolongation by extrapolating the curve of the specific heat on stable liquid to lower temperature. in the vicinity of the melting point, no uncontinuity is found

    過冷狀下熔的比熱與溫呈線性關系,且為過熱熔比熱曲線向低溫方向的延伸,在熔點附近未發現比熱的不性。
  10. Making use of the wigner transform of the one - body density matrix, the coherent density fluctuation model ( cdfm ) is introduced into semiclassical distorted wave ( scdw ) model. the new model is applied to the analyses of multistep direct processes of ( p, p ' x ) reactions to continuum

    本文利用單矩陣的wigner變換,將相干密漲落模型( cdfm )引入半經典扭曲波( scdw )模型,並將新的scdw模型應用於分析預平衡反應( p , p ' x )中散射到的多步直接過程。
  11. Up to now, the method, we used in studying the properties of collective multipole excitations of nuclei, treat the continuum by a discretization procedure with expanding wave functions in a harmonic oscillator basis. this approximation can be justified for very narrow resonances and gives a global description of the contributions from the continuum. a complete treatment of the continuum can be carried out by the continuum rrpa with a green " s function method

    為了解決這些問題,需要改進相對論無規位相近似方法對z的處理,採用相對論無規位相近似計算,通過格林函數方法可以嚴格處理在核的集激發中的貢獻,並用來描述核的集巨共振性質,包括核的巨共振能量、巨共振峰的強以及巨共振寬等重要的物理量。
  12. In order to ascertain the real stress and deflection of structure this paper puts forward experimental scheme. by measuring data during the process of construction, we can know the distribution of stress in simply supported - continuous beam and compare with initial design, then we can adjust it by control method to ensure quality of the bridge

    提出具的試驗方案,論述了測試元件的測試原理,通過測量各控制點在不同階段的應變和撓,確定橋梁結構的實際應力大小和變形狀,了解簡支轉預應力結構各跨主梁與處的應力分佈情況,並與設計相互驗證,通過施工控制使結構符合設計要求,保證施工質量。
  13. Using theory of structure intensity and prestressed concrete bridge, this paper reviews theoretical computing method of stress and deflection. making use of the procedure of computing bridge structure, the structure of simply supported - continuous system is calculated and the result is analyzed, the character on force and deflection is generalized in the paper

    運用力學理論、混凝土結構強理論和橋梁結構相關理論論述了橋梁應力與變形的理論計算方法;利用專用橋梁結構計算程序結合具工程項目中的簡支轉預應力結構進行了數值模擬計算,並對計算結果進行理論分析,提出這種結構型式在受力狀與結構變形上的特點。
  14. Jpeg is a commonly used digital image compression algorithm officially known as iso / iec standard 10918. jpeg has been widely used in multimedia communication for its excellent performance on compressing continouse tone still image

    Jpeg靜圖像壓縮演算法( iso / iec10918 )因其對色調、多級灰的靜止圖象具有優良的壓縮特性得到了廣泛使用,已成為目前多媒通信中的圖像壓縮標準之一。
  15. Secondly, making a comparative analyzing of between market economic institution and planning economic institution, and considering the incentive mechanism of the former is more suitable for enterprise institution innovation system. thirdly, from the social development of point of view, considering the economic institution, etc, is the influence elements of enterprise institution innovation system ; from the enterprise development of point of view, considering the structure of property right, etc, is the influence elements of enterprise institution innovation system

    ( 3 )從社會發展的角分析認為,經濟制、外生技術進步、市場變化和價值觀念更新是促使企業制結構變化的主要影響因素,使企業制創新系表現出局部創新與整創新並存的特徵;從企業發展的角分析認為,產權結構、財產責任、經營能力和組織契約穩定性是促使企業制更替的主要影響因素,使企業制創新系表現出間斷創新和創新並存的特徵。
  16. Based on the established three - dimensional physical model, simplified terms, specified material parameters in thermal and physical properties, boundary conditions, and the calculation method of heat convection of cooling water, the numerical simulation and analysis on steady - state temperature field for continuous unidirectional solidification of niti shape memory alloy wire billets were proceeded under the condition of different combined parameters using ansys finite - element software

    在建立三維物理模型以及確定材料熱物性參數、邊界條件與冷卻水對流換熱系數計算方法的基礎上,採用ansys有限元軟對不同參數組合條件下鎳鈦形狀記憶合金線坯定向凝固的穩場進行了數值模擬。
  17. Compared with farmland, the spatial distribution of orchard expressed very different characteristics. under continuous scale, distribution of orchard showed a regular pattern such as unevenness small scale : side length of the box was shorter than 8 cells - evenness small and moderate scale : the length was among 8 and 50 cells - unevenness moderate scale : the length was among 50 and 200 cells - evenness moderate and large scale : the length was longer than 200 cells ; human landscape transformation was the major impact factor of landscape changing, and a kind of moderate scale impact factor. the terrain was only a background impact factor ; during domestic landscape transforming in the working area, because the ecological maintenance value of two agricultural elements were not considered, their structural and functional equilibrium decreased gradually

    果園在中尺區間的空間分佈與農田相比表現出顯著的差異,的空間分佈表現出不均勻小尺:滑箱邊長小於8個像元均勻中小尺:邊長在850個像元之間不均勻中尺:邊長在50200個像元之間均勻中大尺:邊長大於200個像元的變化規律4人為改造作用是景觀動變化的主要驅動力來源,並且表現為一種中尺影響過程,地形因子則為背景性影響因素5景觀改造活動由於未能兼顧農業組分在區域生穩定性維護方面的價值,兩種組分的整結構和功能穩定性有所降低。
  18. Thus the resistance factor and vibration modes of the soil layer are obtained and used to analysis the pile response. by considering the interaction between the soil layer and the pile with boundary condition of continuity of displacement and equilibrium of force at the interface of soil layer and pile, the dynamic equilibrium equation of pile is solved and an analytical solution for the pile response in frequency domain is yielded, which is used to define complex stiffness and mobility at the level of the pile head. based on the convolution theorem and inverse fourier transform, a semi - analytical solution of velocity response in time - domain subjected to a semi - sine exciting force is given

    首先通過引入勢函數方法對土位移進行分解,從而將土動力平衡方程解耦,求解得到了土層的振動模和阻抗因子,然後利用該解以小應變條件下樁土接觸面上力平衡和位移條件來考慮樁土耦合作用,求解樁的動力平衡方程,得到了樁頂的頻域響應解析解、復剛和速導納,利用卷積定理和傅里葉逆變換,求得了半正弦脈沖激振力作用下樁頂速時域響應半解析解。
  19. This left a residue of thought - form surrounding " falls " into density or matter upon dimensions 72 and under that was then repeated as our creator later expanded into the same time / space continuum

    這在第72及以下密留下了圍繞下降而產生的思想形的殘餘物,並當我們的造物主后來膨脹入同樣的時間/空間時一再重復。
  20. Based on the simulating results of simply - supported box girders ( 39. 1m ) and continuous box girders ( 2 x 40m ), the paper emphatically analyzes the full mechanical characteristics of psbget and the bend failure states of the right section. the influence of different areas and eccentricities of external tendons on ultimate bearing capacity and ductility is studied in detail. the differences of ultimate bearing capacity and the mechanical characteristics between the se

    Lin簡支箱梁和2x40m箱梁為例,本文較全面地分析了預制節段拼裝外預應力混凝土箱梁全過程受力特性和正截面彎曲破壞形;研究了不同預應力配筋面積和預應力筋重心高對預制節段拼裝外預應力簡支梁極限承載力和延性的影響,以及外預應力節段簡支梁與外預應力、內有粘結預應力整簡支梁極限承載力和受力特性的差異。
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