施加應力 的英文怎麼說

中文拼音 [shījiāyīnglì]
施加應力 英文
application of stress
  • 施 : Ⅰ動詞1 （實行; 施展） execute; carry out 2 （給予） exert; impose 3 （施捨） give; hand out; best...
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 施加 : exert; bring to bear on; impose
  1. If we stepped up our response, the best form of soviet pressure on hanoi would be acquiescence in our actions.

    如果我們加強自己的反應，那麼蘇聯對河內施加壓力的最好形式就是默許我們的行動。
  2. In view of the problems in the supervision and management for import and export, such as the various and scattered ports, low supervision and management capacity of custom officers, and unlawful border trade for wild fauna and flora, we suggested the measures, including specifying the ports, labeling the exported wild fauna and flora, improving the cooperation between administrative departments for import and export and customs, and fight strongly against border smuggling activities, etc. the adscription of the right for examination and approval of trade species is not definite, and the examination and approval was too time - consuming

    針對野生動植物進出口監管中存在的口岸多而分散、海關關員現場監管能力弱、邊境野生動植物非法貿易等問題，提出採取限定進出口口岸、對出口野生動植物進行標記、加強進出口管理部門與海關的合作及嚴厲打擊邊境走私活動等具體管理措施。鑒於野生動植物進出口審批存在物種管理權屬不明確、審批過程太長等問題，提出加強法制建設並採取相應的技術措施加以規范和完善的具體建議。
  3. To the particular case under the small eccentricity compression, the method that the angle irons are strengthened on two - sides, but pre - stress is only put one side, can be adopted firstly

    對于較小偏心的特殊情況，宜採用雙側角鋼，單側施加預應力的方法。
  4. The concrete is subject to high compressive stresses and these are generally greatest when the prestressing is first applied to the concrete.

    這種混凝土要承受高的壓縮應力，而壓縮應力一般在混凝土初次施加預應力時最大。
  5. It seems that increasing the surface area of inseration with the dentin improves the distribution of the load caused by the insertion of the post

    （ 3 ）側向受力時：螺旋根柱應力分佈隨施力方向，在施力處對側應力增加，而根柱長短及直徑大小的影響和垂直受力時相似。
  6. The additional flow is formed by the device of dentoid baffle, and the application of the device of dentoid baffle cooperated with a stilling basin has been investigated by systematic model tests. based on the research results, the hydraulic problems such as the characteristics of hydrodynamic pressure and cavitation on the head of the denotid baffle, the properties of flow under the condition that the device of denotid baffle is used with a stilling basin, the hydraulic computation about a stilling basin, the estimation of energy dissipation and its various affection factors, the mechanism and effect of energy dissipation, and distributions of velocity and pressure and aerating concentration, etc, have been analyzed ; the method and step of hydraulic design of device of denotid baffle by which the additional flow is produced has also been proposed

    文中利用齒墩設施實現附加射流，對齒墩設施與消力池聯合應用進行了大量的和系統的模型試驗，分析研究了中低佛勞德數條件下，齒墩墩頭的動水壓強及空化特性，齒墩設施與消力池聯合應用時的流態特性，消力池的水力計算，消能量的估算及其各種影響因素，消能機理和效果，消力池內的流速、壓強特性，摻氣濃度分佈等水力學問題，並提出了實現附加射流齒墩設施的水力設計方法和步驟。
  7. In this dissertation, through computer simulation, the problems of modeling, control and guidance of auvs are presented. the first part of this dissertation addresses the problem of dynamically modeling of auvs, and derives thrusters " two - dimension nonlinear dynamic model, which has axial flow speed and propeller rotational velocity as two state variables, voltage or current of motor as inputs, and thruster force and torque as output. the second part focuses on the nonlinear adaptive sliding mode control of auvs in diving plane and steering plane

    本論文系統研究了自主式水下航行器的建模、非線性自適應滑模控制、以及深度調整和水平面導引方法等問題，具體成果和創新點如下1 、根據流體力學理論，建立了螺旋槳推進器的動態模型，它以螺旋槳來流速度v _ p和螺旋槳轉速n為狀態變量，以電機施加轉矩為輸入，螺旋槳推力t和轉矩q為輸出。
  8. The penetration test study the disturbance of soil in difference location. by using finite element method, the paper study the stratum movement and the earth surface deformation caused by pipe jacking, analysis the construction parameter such as head pressure, deflexion, friction force impact on earth surface deformation, give the distributing rule and range of additional soil pressure in soil

    採用有限元計算分析的方法，對頂管施工引起的地層運動及地表位移進行研究，分析了機頭土壓力、機頭偏斜、摩阻力等不同施工參數對地表變形的影響以及附加應力在土中的分佈規律和影響范圍。
  9. 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。
  10. America can help by keeping on the pressure, but it ' s their revolution

    美國人只應通過不斷施加壓力來提供幫助而不應企圖越俎代庖，畢竟這是他們自己的革命。
  11. The springing quantum of the pc beams due to the beforehand stress is only part of that of girder

    預應力混凝土梁施加應力后的起拱只是主梁起拱的一部分。
  12. Fibre optic interconnecting devices and passive components - basic test and measurement procedures - tests - screen testing of ceramic alignment split sleeve by stress application - section 24 screen testing of ceramic alignment split sleeve by stress application

    纖維光學互連器件和無源元件.基本試驗和測量程序.試驗.用施加應力進行陶瓷準直套管篩選
  13. For example, when magnetic material being pressed, magnetic domain, direction and strength of spontaneous magnetization will vary. this phenomenon is called effect of pressing magnet. whichever rearrangement of magnetic domain or direction change of spontaneous magnetization will induces extra shape change of material

    如對鐵磁材料施加應力時，往往會導致磁疇、自發磁化方向和強度發生變化，這一現象稱之為壓磁效應，由於得益於壓磁效應的作用，不論是磁疇重新排列還是自發磁化方向發生變化都會引起材料額外的形變，因此在一定應力的作用下鐵磁材料能產生非彈性變形。
  14. Not only t he self - weigh of every beam, the prestressing, the compression on the support of form scaffolding, constriction of concrete, creeping are considered when the inter nal force is calculated, but also the result of displacement and deviation of th esupport and precamber should be taken into consideration

    施工階段的內力計算不僅考慮逐段施工梁的自重，預加應力，模板支架的支點壓力，以及混凝土的收縮、徐變；同時還應考慮施工程序，施工中的支座位移、支座偏差和預拱度等的影響。
  15. But pipe jacking construction inevitably brings about the ground and earth ' s surface movement and additional stress in soil and near structure. that is environment problem

    但是應用頂管法施工會不可避免的引起管道附近土體及地表的位移，在土中引起附加應力，產生環境影響問題。
  16. For each measuring series, the forces are applied in sufficient number of equal steps ( normally 10 ) distributed evenly throughout the usable range of the force measuring instrument

    在每一個系列中，施加的力值將會均勻分佈在測力計的應用范圍內，逐級（通常為10級）施加於測力計。
  17. Furthermore, the internal forces and displacements when pretensioning the structure can be obtained easily by means of the suggested method under many conditions such as pretensioning a tendon, pretensioning several tendons simulta ? neously, pretensioning one strand in a tendon or pretensioning tendors by stages and in groups

    當單根桿件施加預應力、多根桿件施加預應力、同一桿件各股分別施加預應力以及分級分批施加預應力時，採用本文提出的方法可方便求得各工況下預加應力全過程的網架內力和變位及其變化規律，並可一次性地完成預應力施加工作。
  18. Meanwhile, it does not need a extra time to be carried out. it can continuously work during the excavation of trenches, so whole work cycle can be reduced. anchors and layers of shot concrete have replaced the traditional steel frames and piles, including concrete piles, steel piles, and they can largely economize construction materials, such as steel and concrete, reduce the amount of soil that would be excavated out, and improve work conditions

    錨桿施工機械及設備作業空間小，可為各種地形及場地使用，同時，它不獨占工期，而隨基坑開挖同步、流水進行，節約工期;用錨桿及噴射硅面層代替傳統的鋼支撐和樁（硅樁、鋼板樁） ，能夠大量節省鋼材、硅等建材，減少土方開挖量且能改善施工條件;其次錨桿的預加應力可以通過抗拔實驗來獲得。
  19. The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation ， uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction

    但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難；塔柱多為空心變截面，且為高空作業，給模板工程及預應力張拉帶來一定困難；支撐系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致橫梁裂縫；索塔施工偏位會引起的承臺和基礎的附加應力，對加勁梁的架設影響大；懸吊結構未完體系（架設時）施工階段的風致振動往往影響到施工的安全和質量；實心塔柱部分體積較大，易產生溫度裂縫。
  20. When piezoelectric material is put on outside force, it will cause the translocation of positive and negative electricity inside piezoelectric material. then piezoelectric material will generate polarization and shape tied electricity on the surface of the piezoelectric material that is proportional to the outside force

    對壓電材料施加外力時，會引起壓電材料內部的正、負電荷發生位移，並產生極化，從而在壓電材料的表面形成與外力成比例的束縛電荷，稱為正壓電效應。
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