無限空間 的英文怎麼說

中文拼音 [wúxiànkōngjiān]
無限空間 英文
infinite space
  • 無 : 無Ⅰ動詞（沒有） not have; there is not; be without Ⅱ名詞1 （沒有） nothing; nil 2 （姓氏） a surn...
  • 限 : Ⅰ名詞（指定的范圍; 限度） limit; bounds Ⅱ動詞（指定范圍, 不許超過） set a limit; limit; restrict
  • 空 : 空Ⅰ形容詞（不包含什麼; 裏面沒有東西或沒有內容; 不切實際的） empty; hollow; void Ⅱ名詞1 （天空） s...
  • 間 : 間Ⅰ名詞1 （中間） between; among 2 （一定的空間或時間里） with a definite time or space 3 （一間...
  • 無限 : infinite; limitless; boundless; immeasurable; unlimited
  • 空間 : space; enclosure; room; blank; interspace
  1. In an infinite dimensional space there always exist two subspaces whose vector sum is different from their span.

    在一無限空間中恆存在兩個子空間，其矢量和與其張成空間不同。
  2. This paper focuses on the problem of semi - infinite elastic body filled with the material which behaves differently in tension and compression. the contents include : ( 1 ) the solution of elasticity theory for the material incapable in tension is established by introducing heaviside function ; ( 2 ) the solution of elasticity theory with different modulus in tension and compression is established based on the solution of elasticity theory for the material incapable in tension and mindlin ' s solution ; ( 3 ) the solution of elasticity theory with different modulus in tension and compression is employed to analyze the stress of pile foundation ; ( 4 ) the solution of elasticity theory with different modulus in tension and compression is employed to analyze the settlement of pile foundation

    本文考慮材料的拉壓性能不同的特點，對半無限空間內部作用豎向集中力問題進行了新的研究，做了如下工作： （ 1 ）引入heaviside函數，建立了不能承受拉應力材料的彈性理論解； （ 2 ）基於不能承受拉應力材料的彈性理論解和mindlin解，建立了拉壓模量不同材料的彈性理論解； （ 3 ）將拉壓模量不同材料的彈性理論解應用於樁基應力分析； （ 4 ）將拉壓模量不同材料的彈性理論解應用於樁基沉降分析。
  3. They are described as : ( 1 ) consciousness of infinity of space ; ( 2 ) consciousness of the infinity of cognition ; ( 3 ) concern with the unreality of things ( nihility ) ; and ( 4 ) consciousness of unreality as the object of thought

    它們被描述為：無限空間的知覺； （ 2 ）無限認識的知覺； （ 3 ）關心非現實之事物（無） ； （ 4 ）把非現實之事物作為思索對象的知覺。
  4. I could be bounded in a nutshell and count myself a king of infinite space, were it not that i have bad dreams.

    倘不是因為我總做惡夢，那麼即使把我關在一個果殼里，我也會把自己當作一個擁有著無限空間的君主的。
  5. Some inaccurated definitions and properties in text [ 1, 2 ] are introduced and reformed. the definition of infinite space, cover frechet ( v ) spaces, net cover spaces and their property are discussed

    摘要指出了文獻[ 1 ， 2 ]對鄰域空間等的定義存在的問題並進行了修正，給出了無限空間、蓋鄰空間、網蓋空間的定義，並且討論了它們的一些性質。
  6. The precision of its calculating results has an direct effect on the design, construction and safe usage. in the typical calculation of the settlement of foundation, additional stress incurring by loading is calculated according to elastic theory which has the same characteristics in semi - indefinated space, the condesion of soil is decided by the condesion experiment of one - demension and the settlement is calculated by adding results of respective layer

    地基沉降計算一直是困擾巖土工程技術人員的一個難題，其準確與否將直接影響建築物的設計、施工和安全使用。在經典的地基沉降計算方法中，荷載作用下地基中附加應力場是根據半無限空間各向同性彈性體理論計算的，土體壓縮性是根據一維壓縮試驗確定的，並採用分層總和法來計算地基的沉降量。
  7. In this paper, an analytic method is developed for the problem of scattering of steady sh - wave and dynamic analysis of multiple circular cavities in half space

    建立了求解半無限空間中界面附近相鄰多個圓形孔洞對sh波散射與動應力集中問題的解析方法。
  8. The displacement field of dislocation on the half - space of two - phase saturated medium

    兩相飽和介質半無限空間位錯位移場
  9. In this paper, a simplified model for dam - foundation dynamic interaction analysis in time domain is proposed in terms of the studying of the characteristics of the dynamic impedance of canyon cut in elastic half - space

    通過對拱壩地基的半無限空間動力體系的分析，提出了拱壩-地基動力相互作用問題的簡化求解途徑，並結合小灣拱壩進行了實際分析。
  10. Abstract : in this paper, a simplified model for dam - foundation dynamic interaction analysis in time domain is proposed in terms of the studying of the characteristics of the dynamic impedance of canyon cut in elastic half - space

    文摘:通過對拱壩地基的半無限空間動力體系的分析，提出了拱壩-地基動力相互作用問題的簡化求解途徑，並結合小灣拱壩進行了實際分析。
  11. Make a general survey of the 21st century when the modern science and technology is developed at a high speed, from toy for children to household appliances, from industrial structure to space technology, use the field and limitless space, has already begun to replace the traditional switch in each field, and go on the leading position progressively, become the era mainstream

    縱觀現代科技高速發展的21世紀，從兒童玩具到家用電器，從產業結構到航天技術，使用領域和無限空間，已經開始在各個領域中取代傳統的開關，並逐步走上主導地位，成為時代主流。
  12. It is difficult to grasp the concept of infinite space

    掌握無限空間的概念是很難的。
  13. Using this wave function, the problem can be summarized to the scattering of sh - wave by a shallow - embedded circular lining structure in infinite space

    利用這一波函數，則可將該問題轉化成對一個無限空間中淺埋圓形襯砌對sh波散射的求解問題。
  14. Vertical concentrated load acting into semi - infinite elastic body is a basic problem in theory of elasticity. mindlin ' s solution is used broadly to solve engineering problems

    半無限空間內部作用豎向集中力問題是彈性理論的典型問題，經典彈性理論的解答即mindlin解在解決工程問題時得到了廣泛的應用。
  15. Using this scattered wave function and moving coordinate system, the problem can be summarized to scattering of sh - wave by multiple circular cavities in infinite space and the boundary conditions can be satisfied

    利用這一波函數，則可將該問題轉化成為一個對無限空間中相鄰多個圓形孔洞對sh波散射的求解問題。
  16. An analytic method is developed for the problem of scattering of steady sh - wave and dynamic analysis of a shallow - embedded circular lining structure in the field of linearly elastic dynamic mechanics in this paper

    本文在線彈性力學范疇內，建立了求解半無限空間中界面附近圓形襯砌結構對sh波散射與動應力集中問題的解析方法。
  17. The solution of the interior problem has been obtained by the fem method. ensuring the continuity of the tangential electric field across the aperture plane, the electromagnetic e and h has been gained

    分別採用有限元法和矩量法分析封閉腔體和半無限空間的電磁場，在孔徑面上進行邊界條件匹配，從而得出極化雙工柵中的電磁場特性。
  18. 2. the complex stiffness corresponding to three bearing conditions of semi - infinite elastic subgrade, finite elastic soil layer and end bearing at the pile bottom are theoretically investigated, and analytical expression of the complex stiffness corresponding to finite elastic soil layer bearing condition is obtained. the special influence of bearing conditions on dynamic response at pile head is then discussed

    2 、對剛性支承、有限厚度土層支承和半無限空間支承三種樁底部支承情況下樁底支承復剛度和樁周土底分佈支承復剛度的解析表達及其特性進行了推導論證，通過假定樁底土為與樁等截面的土柱推導求得有限厚土層支承條件下樁底支承復剛度的解析解，並據此分析了不同底部支承邊界對樁頂響應的影響。
  19. Based on the finite layer method and finite element method, a numerical analysis model of pile - soil interaction is established for single pile. it is proposed to transform a half infinite space problem into a 2 - d quasi - plane problem

    對于單樁，本文以有限層地基模型和平面有限元法為基礎，建立了能夠反映水平荷載下樁土共同作用的彈性數值分析模型，把半無限空間問題轉化為準二維平面問題。
  20. Assuming the load on the plate is transmitted in distributional state to the foundation, on the basis of the relationship between the nodal force and its displacement on the semi - infinite surface, the relationship between the distributional forces on the foundation surface and the nodal displacements is developed by use of the gaussian integral method

    假設板上荷載按分佈力形式傳遞到地基中，根據半無限空間上某節點力與該處的位移關系，用高斯積分法建立了地基表面分佈力與節點位移關系表達式。
分享友人
分享到 Line

分享到臉書