正常使用狀態 的英文怎麼說

中文拼音 [zhēngchángshǐyòngzhuàngtài]
正常使用狀態 英文
normal operating condition
  • 正 : 正名詞（正月） the first month of the lunar year; the first moon
  • 使 : Ⅰ動詞1 （派遣; 支使） send; tell sb to do sth : 使人去打聽消息 send sb to make inquiries2 （用; ...
  • 用 : Ⅰ動詞1 （使用） use; employ; apply 2 （多用於否定: 需要） need 3 （敬辭: 吃; 喝） eat; drink Ⅱ名...
  • 狀 : Ⅰ名詞1 （形狀） form; shape 2 （情況） state; condition; situation; circumstances 3 （陳述事件或...
  • 態 : 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
  • 正常 : normal; regular; average
  • 狀態 : status; state; condition; state of affairs: （病的）危險狀態 critical condition; 戰爭狀態 state o...
  1. First, using strip - partitoning method and programming in matlab language, the numerical caculations of the relation curve between moment and curvature are done for the beams strengthened with non - prestressed and pretressed cfrp sheets, base on the assumption of plane section, non - bonding slip and non - peeled destroy. secondly, nolinear finite elemeant analysis by ansys are done for the beams strengthened with prestressed cfrp sheets base on the three assumptions before mentioned, the analysis are all done for the relation curve between load and displacement, the distribution of material stress, the distribution of cracks. lastly, calculation formula of flexural capacity and deflection are proposed

    ）的全過程關系曲線。其次基於上面的三個假定，選擇合理的本構關系，利用ansys通用有限元分析程序對預應力碳纖維布加固梁進行非線性有限元分析，分析了加固梁的荷載-撓度關系、材料的應力情況、裂縫的分佈情況等。最後提出了承載力計算公式和正常使用狀態下撓度計算公式。
  2. With the development of the electric power system, static - state reactive power compensators ca n ' t have met the requirements of the actual production and operation, and the trend to the fast and dynamic compensation for reactive power become greater and greater. since ertan hydroplant and 500kv transmission systems in sichuan power system have been operated, many power plants of load center are forced to halt during the high - water period, because the great deal of power is transmitted to far - distance load center. thus the load center loses voltage sustentation and the level of the system stabilization is debased greatly

    四川電網的二灘水電站和500kv輸變電系統投入運行后，由於二灘水電站的大量電力遠距離輸送至負荷中心，迫使負荷中心的火電機組在豐水期大量停機，使負荷中心失去電壓支撐，大大降低了電網的電壓穩定水平；同時，因為四川電網中的無功補償裝置全為靜態無功補償電容器（或電抗器） ，這些設備只能在系統正常運行狀態下起到無功補償和電壓支撐的作用，而在電網出現事故時，不但不能起到電壓支撐作用，反而會促使電網電壓崩潰事故的發生。
  3. According to the empirica1 design methqds, we can safe1y say that the method proposed can satisfy the 1imit state of load bearing capacity as we11 as that of the serviceabi1ity l imit state

    根據鋼筋混凝土桿系結構設計經驗，可以認為該法同時滿足了結構承載力極限狀態和正常使用極限狀態的要求。
  4. Because the regulation of deformation limits in some kinds of codes is mainly provided by experiences, not calibrated according with the unified standard for reliability design of building structures ( gb50068 - 2001 )

    鑒于適用性（正常使用極限狀態）方面各規范對變形限值的規定還是以經驗為主，而未根據《建築結構可靠度設計統一標準》 （ gb50068 - 2001 ）的要求對其進行校準的實際情況。
  5. The key that weapon kit such as missile satellite launcher, radar station run safely and utilize normally is the electrical device insulation status

    導彈衛星發射裝置、雷達站、軍事通訊、電子預警和指揮系統等武器裝備和軍用電力系統的安全運行與正常使用，其電氣裝置的絕緣狀態至關重要。
  6. Those include the load carrying capacity of the specimens in the limit state, the cracking load of the specimens, the crack width of the specimens and the deflection of the specimens

    論文從四個方面進行研究：輕骨料混凝土板的正截面承載力，抗裂度，正常使用極限狀態下的裂縫寬度和撓度計算。
  7. Reviewing and summarizing the existence theory for maintenance time decision, their shortcomings are analyzed, in which the economic factor is considered more than the safety factor. so in this paper from the point of security and risk cost the natural usage limit state reliability index is put forward as the maintenance time decision rule. the right bank section of danjiangkou dam of the south - north water transfer project ( snwtp ) as an example is analyzed to decision the maintenance time

    另外，回顧現有結構維護時間決策的準則問題，一般是偏向于從工程經濟角度考慮問題，而對結構使用的安全性考慮的較少，針對上述決策準則的不足之處，本文從工程力學的角度出發，綜合考慮了結構的安全性和風險，提出了以正常使用極限狀態的可靠指標作為維護時間的決策準則，並以南水北調工程丹江口水利樞紐的右聯混凝土壩為例進行了維護時間的決策分析。
  8. Secondly, through the examination and observation of the structural model of the cast - in - place pre - stressed compound floor slab system, under the normal usage load, the normal usage limit - state and the failing load, we have validated the space working - feature of the structural model under variable loads, including the rigidity, the crack, failing - state, failing load and the stress variation of the pre - stressed bar, and so on

    其次，通過對該體系的結構模型在正常使用荷載、正常使用極限狀態和破壞狀態下的試驗研究，驗證了現澆預應力復合樓蓋體系模型結構在各種荷載作用下的空間工作性能，包括剛度、裂縫、破壞形態、極限承載力及預應力筋的應力變化狀態等。
  9. It also explained how to assure the normal use of water in any circumstance by controlling the time and work condition of the circuit

    通過時序控制及設定電路的工作狀態，保證了在各種情況下均可正常使用自來水。
  10. Reliability, which is the most important index to measure the stability of sg - iii, is closely related to the system shot success ratio, maintenance and support costs. it indicates the ability of sg - iii to keep working or to perform its required function

    可靠性作為神光iii裝置穩定運行的最重要的衡量指標，直接關繫到其打靶成功率、運行維修和保障費用，表徵了裝置在使用過程中保持正常工作狀態或完成規定任務的能力。
  11. So the concrete beams reinforced with frps not only increase the flexural strength but also increase the stiffness and decrease it ' s max deflection, which is very important to increase the ability of resisting reflex of the original beams and the strength of the normal use limit status

    因此，纖維加固混凝土構件不僅提高了其抗彎承載力，而且提高了其剛度，減小了最大撓度，這對于增加原梁抵抗變形的能力、提高正常使用極限狀態的承載能力具有十分重要的意義。
  12. Extremely durable. even with high frequency and high speed applications, the highly effective hydraulic membrane can use boardrline lubrication conditions. this may reduce friction considerably, and maximum durability can be guaranteed only in a normal operating environment ( semi - permanent )

    壽命長. . . . .即使是高頻率、高旋轉時的連結，極具效果的油膜可以使邊界呈潤滑狀態，因此摩擦板的摩相當少，只要在正常使用條件下就可以達到將近永久的使用年限（半永久） 。
  13. Verification of serviceability limit states

    正常使用極限狀態驗證10
  14. Serviceability limit state

    正常使用極限狀態
  15. The strength ductility and crack property of the high effective pre - stressed rein - forced concrete hollow slab with the medium strength spiral - continuous - ribs steel bar can meet the need of the current codes and specification by calculating the normal limit state and ultimate limit state of the pre - stressed reinforced concrete slab with middle strength spiral ribs steel wires

    通過對以中強螺旋肋鋼絲為受力筋的預應力空心板的承載力極限狀態及正常使用極限狀態的計算，證明以中強螺旋肋鋼絲為受力筋的預應力空心板，其強度、延性及裂縫性能均符合現行規范規程的要求。
  16. At last, the law of deformation of pit bottom and surrounding surface in different stress state and in different excavating step is obtained, and the same to the saturatin g process of surrounding soil. to some extent, in predicting the deformation of surrounding soil and retaining structure in construction, in preventing the foundation pit accident from happening, in insuring the security of environment and regular use of pipes underground, and in giving advice to deep loess foundation pit engineering in practice, the conclusion is of theoretical and practical value

    得出了不同應力狀態下和不同開挖步驟時以及基坑周圍土浸濕過程中黃土深基坑坑底及基坑周圍地表的變形規律，所獲得的結論對于黃土深基坑施工過程中周圍土層及圍護結構的變形預測，防止黃土深基坑事故的發生及周圍環境的安全與地下管道的正常使用，指導黃土深基坑工程的實踐具有一定的理論和實踐參考價值。
  17. Abstract : the relations between prestressed reinforcements in two directions and the total balance loading of unbonded prestressed dual concrete slabs are established in the present paper based on the analysis of projects, in which the structural cost is optimized satisfying the requirements of the service state, the ultimate state and constructions

    文摘:本文在對無粘結預應力雙向板兩個方向平衡荷載分配方案分析的基礎上，建立了以兩個方向預應力筋面積與總平衡荷載的關系式，在滿足極限狀態、正常使用極限狀態和構造要求的條件下，使結構的造價達到最佳。
  18. The deflection formula both used in classic rc theory and in rc code is correspond to service state. however after rc members strengthened with frp, the main rebar is under the post - yielding stage. therefore the normal deflection formula is not suitable for calculating the deflection of rc members strengthened with frp

    但由於鋼筋混凝土構件加固后，受拉主筋一般都進入屈服階段，否則達不到加固效果；而經典鋼筋混凝土理論和我國規范中的計算公式都是針對構件處于正常使用狀態下的變形計算。
  19. The statistics of crack widths and fracture intervals can satisfy normal distribution

    正常使用狀態下構件的撓度也能夠滿足規范限值要求。
  20. By the vibration tests, the dynamic property before and after the damage obtained in statics tests is tested and analyzed

    通過hrb400級鋼筋的模態試驗，分析了此類鋼筋受彎梁的模態特性，比較了無損傷梁于正常使用狀態下的梁的模態特性。
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