穩定結構 的英文怎麼說

中文拼音 [wěndìngjiēgòu]
穩定結構 英文
resistant structure
  • 穩 : 形容詞1 （穩定; 穩當） steady; stable; firm 2 （穩重） steady; staid; sedate 3 （穩妥） sure; rel...
  • 定 : Ⅰ形容詞1 （平靜; 穩定） calm; stable 2 （已經確定的; 不改變的） fixed; settled; established Ⅱ動詞...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 穩定 : 1 （使穩定） stabilize; steady 2 （穩固安定） stable; steady 3 （物質的性能不易改變的作用） stabi...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. Effect of soft rock controlled entirely on structural stability of preparatory workings, adjoining rock

    控制軟巖層對采準巷道圍巖結構穩定的作用
  2. Based on the modern design theory of tunnels construction that the adjoining rock be regarded as primary load - bearing structure, this thesis have made researches on the stability of tunnels mother rock and the safety of support pattern under the high external waterpressure and high geostress

    這就使本隧洞工程的建設面臨著極大的挑戰。本文是在將圍巖作為主要承載結構，支護與圍巖共同作用的現代隧洞設計理論的基礎上，來研究高外水壓力及高地應力下隧洞圍巖穩定性及支護結構安全的。
  3. In addition, this paper carry out successfully the support design practice in the preceding excavation of 4km long exploratory tunnel. according to the thesis research results, the following conclusion can be drawn. if the grouting rock can possess sound anti - seepage capability and the liner structure can hold higher hydraulic permeability relatively, and if the adjoining rock can be made as primary load - bearing structure by construction measure, the stability of country rock and the safety of liner structure will be guaranteed

    計算結果表明，如果能使錦屏工程引水隧洞灌漿圈圍巖具有較好的防滲性能，將高外水壓力控制在灌漿圈以外，再配合透水性相對較好的支護結構以及排水措施，使灌漿圈圍巖成為主要承載結構，並使襯砌結構和灌漿圈共同承載，是可以保證圍巖的穩定和支護結構安全的。
  4. All three findings pointed to dynamic movement in galaxies and in monstrous galactic clusters, the largest stable structures in the universe

    所有的三項發現都指出，在宇宙最大的穩定結構，即星系和巨大銀河星團中有動態的運動。
  5. A statically indeterminate structure will usually sustain loads in excess of that at first yield before instability occurs.

    超靜定結構通常在失穩之前，既使超過第一個屈服點還能承受載荷。
  6. 7 clifford geertz, peddlers and princes : social development and economic change in two indonesian towns ( chicago : the university of chicago press, 1963 )

    4金觀濤、劉青峰： 《興盛與危機論中國社會超穩定結構》 （ 1992年增訂本） （香港：中文大學出版社， 1992 ） 。
  7. Above investigation shows that the reason why dopant can improve cycling performance is that the bond energy between doped element and oxygen is stronger than that of mn - 0 to stabilize the spinel structure

    研究認為，摻雜改善循環性能的主要原因是摻雜元素與氧的鍵能強于錳與氧的鍵能而起到了穩定結構的作用。
  8. How robust and sustainable is a particular configuration of users, resource system, resource units, and governance system to external and internal disturbances

    對于來自外界的和內在的干擾，由使用者、資源系統、資源單位和管理系統組成的某一特定結構有多麼穩固和多大的可持續性？
  9. Because of the uncertainty of the geological factor, the complexity of high slope project and the particularity of anchor cable project, after the slope is excavated, according to slope ' s stratum rock, weather degree, broken degree, split surface, slope body structure and moisture state, etc, check, analyse and judge reality synthetically, protect and strengthen and design dynamically the high slope, guarantee the stability of slope body and security structure

    摘要由於地質因素的不確定性，高邊坡工程復雜性和錨固工程的特殊性，待邊坡開挖揭示后，根據邊坡的實際地層巖性，風化程度、破碎程度、構造裂面、坡體結構和含水狀態等因素，綜合校核和分析判斷是否實際，對高邊坡防護加固進行動態設計，確保坡體穩定結構安全。
  10. And the procedure of solving initial prestress by equilibrium matrix theory and simplified method are elucidated. the self - stress mode of sunflower - patterned cable dome must be positive, and the mechanisms mode equals to zero. it seems like statically indeterminate structures and is geometrical stable structure

    明確了葵花型索穹頂結構形態分析的具體內容；闡述了用平衡矩陣理論和簡化演算法求解索穹頂結構初始預應力的過程，指出葵花型索穹頂結構的自應力模態s 0且機構位移模態m = 0 ，相當于結構力學中的超靜定結構，同時它也是幾何穩定的結構；提出了考慮結構自重時葵花型索穹頂結構初始預應力的求解方法，這種方法求得的初始預應力更加準確。
  11. Measuring ranges broad : min range 0. 5 kpa, max range 700 kpa anti - interference ability strong, output signal stable structural ingenuity, easy to install and use

    測量范圍寬：最小量程0 . 5kpa最大量程700kpa抗干擾能力強，輸出信號穩定結構精巧安裝使用方便高精度高可靠性精密溫度補償性能價格比高
  12. Measuring ranges broad : min range 0. 5 kpa, max range 700 kpa anti - interference ability strong, output signal stable structural ingenuity, easy to install and use high - precision, high reliability precise temperature compensation high ratio of performance price

    測量范圍寬：最小量程0 . 5kpa最大量程700kpa抗干擾能力強，輸出信號穩定結構精巧安裝使用方便高精度高可靠性精密溫度補償性能價格比高
  13. For ga5p5 cluster, the most stable structure is a cube - based structure. the calculation of the density of states for ga5p5 shows semiconductor - like property. the ir and raman spectra, the dipole polarizability anisotropy invariant and hyperpolarizability are also calculated

    對于ga _ 5p _ 5團簇的最穩定結構，用b3lyp 6 - 31 + g ~ *又進行了優化，計算了態密度，發現其具有半導體的性質，還計算了紅外和raman譜以及極化率，超極化率。
  14. So, enterprises should study the current situation of its own corporate culture constantly, finding out the value ditch through the research of value disparity between present culture and the needed culture, and do duly remedy to consolidate the team by spirit and idea, improving enterprise ' s core competence, while the corporate culture will prone to a kind of steady structure after long - term construction and transformation of corporate culture

    因此，企業在經營管理中，要不斷研究自身的企業文化現狀，才能從精神上、理念上鞏固團隊，提高企業核心競爭力，而經過長期的建設、變革，企業文化會趨於一種穩定結構，同時，對結構各部分的影響要素進行評價就可以確立對企業文化建設效果的評價。
  15. Teaching structure is, under the guidance of certain education ideology, teaching theory and study theory, a stable one in which teaching activities are developed under some circumstances and a centralized reflection of education ideology, teaching theory and study theory. studying this question is important for further transformation of education

    教學結構是指在一定的教育思想、教學理論、學習理論指導下、在某種環境中展開的教學活動進程的穩定結構形式，是教育思想、教學理論、學習理論的集中體現，研究這個問題對于進行更深層次的教學改革，意義非常重要。
  16. Diode pumped solid - state laser ( dpssl ) is a kind of long - life, stable, compact, efficient all - solid laser. it has considerably replaced the other type of lasers

    二極體泵浦固體激光器具有光束質量好、壽命長、工作穩定、結構緊湊、效率高等優點，已經在很大程度上替代了其它類型的激光器。
  17. The flow through the throat - type energy dissipator and the right - angle energy dissipator are calculated by using the two - equation turbulence model, which is expansively used to simulate the flow field successfully. the principal content and the achievement are concluded as follow : as a kind of internal energy dissipator in which the turbulent flow is contracted and expanded abruptly, throat - type energy dissipator was regarded as one of the potential energy dissipator for its many advantages, such as stable flow pattern, simple structure, easily controllable flow parameter, and anti - cavitation property

    結合實體試驗，利用k -模型對當今尚處于起步階段的新型消能方式?洞塞消能工和直彎消能工進行了數值模擬研究，主要內容和研究成果如下： 1洞塞消能作為一種突縮突擴式的內流消能工，具有流態穩定、結構簡單、水流參數易於控制及防空化性能等優點，是一種很有發展潛力的消能方式。
  18. Based on the steel - concrete coordinating relations, element stiffness matrix of geometrically nonlinear analysis, formulas for self - stresses by temperatures and displacements, stresses of corresponding superfluous structures are further studied. furthermore, a new theory and method for structural geometrical nonlinearity and buckling analysis is put forward

    根據鋼混協作關系進一步推導出鋼混組合構件幾何非線性分析單元剛度矩陣、溫度自應力及鋼混超靜定結構溫度位移和應力的計算公式，建立了一種新的基於鋼混協作關系的異種材料組合構件的幾何非線性和結構穩定性分析方法。
  19. Accounting for the effects of imperfection and large displacement of arch, an approach for the stability analysis of arch bridge is presented ， and a program is developed to predict the nonlinear buckling of arch the elastic lateral stability of the jiefang arch bridge in guangzhou during the construction phases and operating periods after its completion is analyzed the results show that the effects of initial deflection and large displacements on the critical load of lateral stability are significant, and that once the initial deflection and large displacement are taken into account, the values of the safety factor are smaller than those obtained by linear buckling analysis

    考慮拱肋初始撓度等缺陷的影響，採用桿系結構大位移分析的有限元方法，建立了拱橋非線性穩定的計算方法，並編制了相應的計算程序文中計算了解放大橋鋼管混凝土拱橋在施工階段及成橋后運營期間的彈性側傾穩定結果表明：考慮拱肋初始撓度和結構大位移影響后，拱橋的非線性側傾穩定安全系數比按線性穩定計算值低
  20. The results show that the stress rate criterion applies for the judgment of the truss structural instability, and the criterion is more effective and definite in the local instability

    結果表明，應力變化率準則可以有效判定桿系結構的動力失穩，並且在判定結構的局部失穩方面非常有效和明確。
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