classical element 中文意思是什麼

classical element 解釋
四元素說
  • classical : adj. 1. (文藝等)古典的,傳統的,權威的;古典文學的;古典語文的;古希臘[古羅馬]的;古典主義的,經典的。2. 人文科學的,文科的。3. =classic 1. adv. -ly
  • element : n 1 要素;成分;(構成)部分;分子。2 【化學】元素;【數學】元,素;【機械工程】單元;單體;【無...
  1. Classical tankedaizhan the revision, many changes to increase the element of the game more exciting with nye playing

    經典坦克大戰的改版,增加了很多變化的元素,游戲更加刺激與奈玩了。
  2. Introduction : classical tankedaizhan the revision, many changes to increase the element of the game more exciting with nye playing

    經典坦克大戰的改版,增加了很多變化的元素,游戲更加刺激與奈玩了。
  3. This paper focuses on the research of the stress mechanism of the ribbed shell structure in statics, dynamics and under the explosive load on the basis of the engineering practice of cave depot of single aircraft. in this paper, according to the classical shell theories, the basic differential equilibrium of the ribbed shell structure and the finite element analysis of 3d rippled plate are established, in which the function of annular ribs reinforcement bars and 3d ripped steel plates are distributed in the range of the steel, and the functions along the longitude direction of tension, bending, and torsion are neglected ; applied with dynamic analytical theory, the dynamic model of ribbed shell structure and the analytical theory model of elastic - plastic are set up ; the triangle series method is used to solve the displacement and stress under the distributed load and the concentrated load of the ribbed shell structure

    本文以軍用機場地面單機掩蔽庫工程建設為工程背景,首次對內襯三維波紋鋼板混凝土拱型復合結構的受力機理進行了靜力、動力和爆炸荷載的分析研究。根據將橫肋、鋼筋及三維波紋鋼板的作用均勻分佈在殼體范圍內的情況,忽略橫肋、鋼筋及三維波紋鋼板沿殼體母線方向的抗拉、抗彎及其抗扭作用,首次推導出了內襯三維波紋鋼板混凝土殼體的微分平衡方程,建立了有限元計算模型,並採用三角函數法,求解了三維波紋鋼板混凝土拱型復合結構在分佈荷載和集中荷載作用下的位移響應和應力響應,並與普通殼體進行了比較。
  4. However, people are thirsty for the nature in the same. thus, water as a kind of natural substance come to be an element in architecture design. therefore, the research of water factor design in modern architecture space is useful and imperious. the thesis introduce the basic conception, actuality and frame of the research in the first part, and points out that the research category is water factor design in modern civilian architecture space. in the second part, the paper analysis the water factor in classical garden and folk house, and expatiate the revelation for modern design. in the third part, the paper expatiate the role of water in modern architecture. such as uptown or public building. in the forth part, the paper expatiate the basic theory or principle of the water factor design in some aspects such as water, human, aesthetics and zoology. in the last part, the paper classify the water factor design in modern civilian architecture, and expatiate the combination and design method

    論文首先在緒論部分介紹了建築與水的關系、建築空間和建築空間水要素的基本概念、發展及研究現狀,並指出研究的主題是現代建築空間中的水要素;第二部分從歷史出發,介紹和分析中外古典園林和水鄉民居中水要素的特色及設計,並分別闡述對現代建築空間水要素研究的意義;第三部分分析闡述了現代建築空間中水要素的角色、作用,以及典型現代建築? ?居住小區和公共建築空間中的水要素;第四部分從水、人、美學和生態性等同現代建築空間水要素的設計密切相關的角度來分析現代建築空間水要素設計應遵循的基本原則,為此主要闡述建築空間水要素設計應滿足以水為中心、以人為主體,以及生態和可持續發展的要求;最後一章根據前文的分析,對現代建築空間水要素設計方法進行探討,形成現代建築空間水要素設計的組合方式和設計手法以及其它相關要素的設計要點。
  5. Factually, because the deformation of most of the elastic parts are very little, the linear finite element theory is often used to establish dynamic model in the classical multibody system theory, and coupling of space movement in large scale and elastic deformation of parts is ignored. the dynamic stiffening is exactly caused by such coupling

    大部分實際多體系統中部件的變形很小,以往傳統的多體系統建模理論一般採用線性有限元理論建立彈性部件的力學模型,從而忽略了部件大范圍的空間運動與其彈性變形之間發生的耦合作用,動力剛化現象正是由這種耦合作用引起的。
  6. Abstract : the concepts of the random matter elements, the matter element models of the random events and the concepts of extension events and extension probability in extension mathematics are introduce. also, we consider the fundamental properties of extension probability and prove that classical probability is a special case of extension probability

    文摘:引入了隨機物元的概念,建立了隨機事件的物元模型,提出了可拓數學中可拓事件與可拓概率的概念.初步討論了可拓概率的基本性質,證明了經典概率是可拓概率的特例
  7. Considering the state - of - the - art of such kind of structural system, the author gives a simulative analysis of the system with the feiyunjiang bridge in wenzhou zhejiang province as an engineering example using three methods : 3 - d beam or bar fem, classical plate / shell fem and virtual laminated element method. the virtual laminated element method may deals with many key issues in simply - supported - continuous system easily such as the matter of actual material or virtual material, mesh replacement

    針對國內外對先簡支后連續結構體系的研究普遍缺乏深度這一現狀,我們以浙江溫州瑞安市飛雲江大橋引橋為工程背景,運用空間梁桿系有限元、經典的板殼單元法以及虛擬層合單元法對該體系進行了施工模擬分析。
  8. With simple design from orient, we reject complexity of classical style, while keep its elegant element, which helps furniture in perfect harmony between classical and modern style

    5簡約的的東風拂面而來。摒棄了古典派的繁復,卻保留了東方的富麗格調妖嬈氣息。
  9. Establishing the synthetic evaluation model of city flood control system based on the matter - element theory and taking the city flood control system of fushun city of liaoning province as an example, this paper determines the index system and various indices ' classical domain, joint domain and weighing, and carries on the appraisal

    建立基於物元理論的城市防洪綜合體系評價模型,並以遼寧省撫順市為例,確定指標體系及各指標的經典域、節域和權重進行評價。
  10. This thesis reports a study on the characteristics of some piecewise - smooth classical systems. the systems studied are a model of an rlc circuit with an analogy switch and a model of an electronic circuit with over - voltage protection and a dissipative element

    本論文報道對一些分段光滑經典系統的研究,涉及兩個分段光滑經典系統:一個帶模擬開關的rlc電路模型和一個帶耗散性元件的過電壓保護電路模型。
  11. Finally, a non - linear finite element method on the basis of the classical plastic theory was introduced to analyze the distribution of residual stress field in the filament winding layers and metal liner after the autofrettage process

    採用經典塑性理論為基礎的非線性有限元方法,預測了預超壓工藝后容器復合材料纏繞層和金屬內襯內殘余應力場的分佈。
  12. The result of a case studying shows that the settlement calculated by large strain consolidation theory is large than that by infinite strain theory during the consolidation procession, but the final settlements calculated by both theories are same. more general assumptions than that in the classical consolidation theory is adopted and the exact analytical solution of nonlinear finite strain self - weight consolidation based on this assumption is obtained. by applying same experiment data, the comparison of the solutions of linear and nonlinear finite strain theory, as well as the numerical solution from finite element method is presented

    對此模型求得到了某些特殊條件下的lagrange級數解答,並通過尾礦沉降池實例分析,驗證了所得解答的合理性和有效性;建立了土體在堆積過程中的大應變固結模型,通過其對稱性構造出相似變量之後,由攝動法求得了近似解析解答,並通過試驗數據與傳統的線性化固結理論的解答相比較,顯示了傳統線性化固結理論在該問題上的局限性。
  13. Applying the matter - element analysis theory, and taking as the matter - elements the influence rank of the land use planning implementation on environment and the land use planning environmental impact assessment target and its the characteristic value, this paper appraises the ranks and processes the implementation data, obtaining classical territory, node territory, weight coefficient and related degree of the model

    摘要運用物元分析理論,將土地利用總體規劃實施對環境的影響等級、土地利用總體規劃環境影響評價的指標及其特徵值作為物元,通過對評價等級及規劃實施數據歸一化處理后,得到模型的經典域、節域、權系數及關聯度。
  14. Firstly, based on the classical theorem of limit analysis, the von mises yielding condition and finite element method technique, two common mathematical programs for the determination of the lower and upper bounds are built and solved by an iteration algorithm directly

    首先,基於塑性極限載荷分析中的上下限定理和有限元離散技術,推導和給出了一般結構極限載荷上下限計算的數學規劃的普遍格式和相應的積分數值計算公式。
  15. Several classical methods of interface element, soil behaviors and structure characters are presented in this paper. the author made great effort on the modeling of the interface element and the underground structure element, while considering the soil obey the mohr - columnb yielding principle, modified the existing beam element for solid rectangle pile and applies this element into thin - wall hollow pile, proposes a kind of board element. some examples are presented in the paper to test these new concepts and corresponding formulas

    本文在總結已有的結構與土相互作用問題中的接觸面單元形式、土的本構關系以及結構的數值模擬方法的基礎上,對滿足摩爾庫侖屈服條件的土體材料用常規的薄層單元模擬進行了更加深入的驗證,在已有實心矩形截面樁與土相互作用描述模式的基礎上推導了薄壁筒樁用梁模擬時與土相互作用分析模式,和考慮與土相互作用時用板單元模擬地下連續墻的分析方法。
  16. This drama, which is performed by the 40th students of department of theatre arts, chinese culture university, on the basis of the classical comedy of 18th century, and trying to add new element, it hopes to bring a different classical comedy for audiences, and you are welcomed to meet us with a romantic encounter in the stage

    此次演出是由中國文化大學戲劇學系第40屆學生擔綱,以十八世紀古典喜劇為基礎,並嘗試在其上加入新的元素,期望給觀眾不一樣的古典喜劇,也期待在舞臺上與你共有一段愛的浪漫邂逅… 。
  17. This feature reflects the physical phenomenon of breaking of waves and development of shock waves. in the fields of fulid dynamics, ( 0. 2. 1 ) is an approximation of small visvosity phenomenon. if viscosity ( or the diffusion term, two derivatives ) are added to ( 0. 2. 1 ), it can be researched in the classical way which say that the solutions become very smooth immediately even for coarse inital data because of the diffusion of viscosity. a natural idea ( method of regularity ) is obtained as follows : solutions of the viscous convection - diffusion pr oblem approachs to the solutions of ( 0. 2. 1 ) when the viscosity goes to zeros. another method is numerical method such as difference methods, finite element method, spectrum method or finite volume method etc. numerical solutions which is constructed from the numerical scheme approximate to the solutions of the hyperbolic con - ervation laws ( 0. 2. 1 ) as the discretation parameter goes to zero. the aim of these two methods is to construct approximate solutions and then to conside the stability of approximate so - lutions ( i, e. the upper bound of approximate solutions in the suitable norms, especally for that independent of the approximate parameters ). using the compactness framework ( such as bv compactness, l1 compactness and compensated compactness etc ) and the fact that the truncation is small, the approximate function consquence approch to a function which is exactly the solutions of ( 0. 2. 1 ) in some sense of definiton

    當考慮粘性后,即在數學上反映為( 0 . 1 . 1 )中多了擴散項(二階導數項) ,即使很粗糙的初始數據,解在瞬間內變的很光滑,這由於流體的粘性擴散引起,這種對流-擴散問題可用古典的微分方程來研究。自然的想法就是當粘性趨于零時,帶粘性的對流-擴散問題的解在某意義下趨于無粘性問題( 0 . 1 . 1 )的解,這就是正則化方法。另一辦法從離散(數值)角度上研究僅有對流項的守恆律( 0 . 1 . 1 ) ,如構造它的差分格式,甚至更一般的有限體積格式,有限元及譜方法等,從這些格式構造近似解(常表現為分片多項式)來逼近原守恆律的解。
  18. Each chakra is associated with a certain color, multiple specific functions, an aspect of consciousness, a classical element, and other distinguishing characteristics

    每個脈輪與某種顏色、多重特定功能、意識形象、古典元素和其它有區別的特徵聯系在一起。
  19. Present calculation method of reliability is based on the explicit limit state equation of limiting state function. as for the implicit expression structure, classical response surface method and random finite element are combined for calculation

    現有的可靠性計算方法都是以極限狀態方程具有明確的解析表達式為基礎的,對于不存在明確表達式的結構往往採用傳統響應面和隨機有限元結合的方法來計算。
  20. Based on the extension theory produced by w. cai, the matter - element method of the slope stability evaluation is presented for the first time, and the classical field, the limited field, and the matter - element for appraising are determined

    定義了邊坡穩定性評價的物元表達形式,確定了邊坡穩定性評價物元的經典域、節域,以及待評物元。提出了適合邊坡穩定性評價的物元關聯函數及物元關聯度的計算方法。
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