設計基準期 的英文怎麼說

中文拼音 [shèjìjīzhǔnqī]
設計基準期 英文
design reference period
  • 設 : Ⅰ動詞1 （設立; 布置） set up; establish; found 2 （籌劃） work out : 設計陷害 plot a frame up; fr...
  • 計 : Ⅰ動詞1 （計算） count; compute; calculate; number 2 （設想; 打算） plan; plot Ⅱ名詞1 （測量或計算...
  • 準 : Ⅰ名詞1 （標準） standard; guideline; criterion; norm 2 （目標） aim; target Ⅱ動詞1 （依據; 依照）...
  • 期 : 期名詞[書面語]1. （一周年） a full year; anniversary 2. （一整月） a full month
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. On the basis of collecting and arranging a large amount of projects experience, conbined with construction diversion flood passing measures design and hydraulic model test of lihua hydraulic pawer station in 1995 and 1996, the dissertation studies the issues related with characteristics of concrete face rockfill dam including the selection of construction diversion flood passing standard and measures, flood passing during construction period and embankment stage, coffer dam design, construction scheme and general schedule etc. and present preference for project construction

    本文在搜集整理大量工程經驗的基礎上，結合蓮花水電站在1995年及1996年導流渡汛工程措施設計及水工模型試驗，對混凝土面板堆石壩的導流渡汛標準、導流方式及其選擇、施工期渡汛及壩體填築分期、圍堰設計以及施工方案及總進度等與混凝土面板堆石壩特點有關的問題進行研究，為工程建設提供一定的參考。
  2. Gps is a planet wireless conductance system which is global and all - weather, gps can offer high precision time orientation information to infinite user, clock precision reachs 10 ? 6 magnitude 。 not only changes traditional time method of quartz crystal clock, but also replaces wireless shortwave and even more lowfrequency signal and tv signal whose overlay range is limited and low precision, offers advantage to geology field task, achieve automatization and high precision of seismic flow observation

    利用gps授時信號全方位、全天候、連續性、實時性和高精度的特點，以gps信號為基準來校準本地時鐘（晶體振蕩時鐘或原子鐘） ，將gps接收機輸出信號的長期穩定度和恆溫晶振的短期穩定度相結合，應用大規模可編程邏輯器件，設計和實現了由pc104控制的實時在線授時系統。
  3. We survey external methodology papers about long - run event studies, and focus on analyzing and introducing " the choices of expected return models ( or return benchmark ) ", " the approaches to measure abnoumal performance ", and " the empirical power and specification of test statistics "

    摘要本文對國外長期事件研究方法論文獻進行了全面的梳理，並著重介紹和分析了期望收益模型（或收益基準）選擇、異常收益度量，以及檢驗統計量的設定與檢驗力等。
  4. 4. the seismic dynamic reliabilities of the nanjing changjiang tunnel were analyzed, and its dynamic reliable and disable probabilities under the 7 degree earthquake were obtained, by using the maximum stochastic responses and the first overstress mechanism. in the other hand, the probability of serious seismic intensity and its probability distribution function were calculated by analyzing the seismic degree, and the seismic dynamic reliable and disable probabilities of the tunnel in its design reference period were calculated by using the maximum stochastic responses and the first overstress mechanism

    4採用最大隨機地震響應和首超破壞理論分析了隧道抗震動力可靠度，得到了隧道在七度地震作用下的地震動力可靠概率和失效概率；並通過對南京長江隧址的地震危險性分析，得到了各烈度地震的發生概率及其概率分佈函數，在此基礎上，分別採用最大響應和首超破壞理論計算了隧道在設計基準期內的安全概率和失效概率。
  5. And it is also reflected by the suitability of the conditions of the criminal detention and the pinciple of writ. finally it is reflected by the duration of the criminal detention and the standard of proof of the detention and the rights of the detainees are apporpiate. the proportion principle is adopted in the whole process of the legislation and adjudication of the criminal detention. this article analyzes the necessity and feasibility of the creation of the proportion principle in our system of criminal detention. then this article designs the means of the criminal detention according to the proprotion principle. finally this article points out that the most important effect of this principle is to encourage the conception renovation and notion review of the criminal legislation and adjudication. if we have no renovation in the ideas we will never reach the original aim of this principle even if we had the best design

    西方主要法治國家在刑事拘留類強制措施中都體現了比例原則的精神實質，主要表現為刑事拘留的執行與批準分離，實行令狀主義，刑事拘留的條件適當，刑事拘留的羈押期間、證明標準和被拘留者的權利符合比例。比例原則完全貫穿于刑事拘留的立法和司法當中。在此基礎上，本文分析了比例原則在我國刑事拘留制度中確立的必要性和可行性，並以比例原則的精神對我國刑事拘留措施進行了設計。
  6. By the comparison of calculation result with the tests result, it was concluded that the method to calculate the year temperature difference and day temperature difference from weather data was feasible. by this method, it was got that the statistic parameters of combined temperature difference in base period and the reliability to different anti - crack index was calculated the combination of thermal effects and load effects was considering in this paper

    對多年氣象資料進行了統摘要浙江大學博士學位論文2003計分析，將其轉化為結構的年溫差和日溫差，並與實測值進行了比較;在此基礎上得到了設計基準期內的結構組合溫差統計參數以及不同抗裂指標所對應的可靠度。
  7. However, traditional teaching method, a teacher - based teaching method, is completely controlled by the teachers. the teaching process followed by teachers and students and method of teaching and learning are basically based on teacher ' s own habits. the teachers wrote the book knowledge on the blackboard only by their thoughts and they, as referees, take the students " brain as a storage for knowledge and memory and instill knowledge into students " head

    然而我國長期形成的「以教師為中心」的教學整個過程完全控制在教師的手中，師生所遵循的教學程序及教與學的方法基本上是教師按照自己的習慣，根據自己的思路把課本上的知識設計成準確結論，按程序化的格式搬運到黑板上，以主裁者的身份把學生頭腦當作知識記憶的儲存器，將知識灌輸到學生頭腦中去。
  8. On the railway line nuder normal major repair cycle, rm - 80 full section undercutting ballast cleaning machine has enough excavation ability in working condition, productivity can come up with it ' s design standard

    對于正常大修周期的線路上， rm80型全斷面道碴清篩機作業運行工況具有足夠的挖掘能力，作業效率基本上能夠達到其設計標準，這些在國外已經得到了充分的證明。
  9. According to the theory that the probabilistic distribution of seismic intensity fits extreme value type hi, a method to confirm seismic power that is pertinent to the period of expectant use is discussed. at the same time, the way to deal with seismic details is given by introducing system coefficient and coefficient factor. in summary, this paper provides engineers a seismic design method that is pertinent to the period of the building ' s expectant use

    根據地震烈度的概率分佈符合極值型的理論，探討了在相同概率保證下，不同設計使用年限與設計基準期之間地震作用的關系以及不同設計使用年限與設計基準期之間抗震構造的關系，引入了對應于設計使用年限的地震作用調整系數和抗震構造折減系數及其體系影響系數和局部影響系數，發現了現行抗震鑒定標準所採用的設計使用年限。
  10. Due to the influence of the corrosive agents in the outer environment, the resistance and dynamic reliability of the chemical structures declined with time very fast. and it is difficult for the chemical structures that with the normal design reliability level to fulfil their structural functions. on the condition that the design service life is confirmed, the design reliability level of the chemical structures should include the corrosive environment and its effect on the structures. based on agents ' corrosiveness fuzzy classification, this paper suggests a practical method on design reliability level decision - making of the industrial structures, which is very useful for the anti - corrosion design of the industrial structures

    化工結構由於受到外部腐蝕性介質環境的影響，其承載能力及動態可靠度水平隨使用時間衰減過快，按照普通結構設計可靠度水平設計的工業建築常難以順利完成設計使用功能.因此，在設計基準期預先確定條件下，化工結構的設計可靠度水平應綜合考慮腐蝕性環境及其對建築結構的影響特點來決策.根據介質腐蝕性模糊分級，提出了工業建築設計可靠度水平的一種實用決策方法
  11. Making use of the mathematical statistics analysis, probability distributions and statistical parameters of the sustained and transient quality of residential floor live load is studied. thereby the distributed models and parameters of the sustained live load and the transient live load on residential floor are obtained at design reference period t = 50 years and t = 100 years

    利用數理統計方法，研究了典型住宅結構樓面持久性活荷載和臨時性活荷載的概率分佈和統計參數，建立了設計基準期t = 50年和t = 100年時樓面持久性活荷載和樓面臨時性活荷載的概率分佈模型，並確定了模型參數。
  12. The occurring frequency of wind loads is assumed to obey the poisson distribution, then the method to calculate the dynamic reliability of structures resisting wind loads in reference period is obtained

    同時在強風年出現次數滿足泊松分佈的前提下，得到設計基準期可靠度分析公式。
  13. The wind speed of reference period is determined by the local primitive data. a method is introduced that determine the wind speed of reference period through short - term wind data such as 3 to 5 years. it provides an evidence for wind - resistant design of the area that lack of long - term wind data

    設計基準期參考風速的確定離不開原始風速資料，對缺乏長期風速資料的地區，給出了一種通過當地短期（ 3 - 5年）的風速資料推算設計基準期參考風速的方法，為抗風設計提供依據。
  14. The failure mode and the design reference period of the steel rail are discussed, and the steel rail ' s performance function at limit state is established too

    討論了鋼軌的失效模式和設計基準期，建立了鋼軌極限狀態方程的功能函數。
  15. Statistic relationship between water / cement ratio and chloride diffusion coefficient was gained by experiment, based on which the influence of concrete cover, water / cement ratio and design reference period on structural reliability was discussed. 2. there are two models provided to predict remaining service life

    通過試驗確定了水灰比與氯離子擴散系數之間的統計關系，在此基礎上分析了海洋環境下混凝土保護層厚度、水灰比、設計基準期等與耐久性有關的非承載力因素對設計基準期內結構可靠性的影響。
  16. The structure dynamic reliability of reference period may be different when monthly, yearly and the reference period maximum wind loads are adopted

    同時還分析了採用月最大、年最大及設計基準期最大風荷載對設計基準期內結構抗風動力可靠度的影響。
  17. Study and development of accident off - site consequence assessment system tw - naocas for tianwan nuclear power plant in jiangsu

    正常生活劑量與事故釋放后2天的預期劑量的模式;干預措施評估模式主要涉及相應于設計基準事故
  18. ( 5 ) a reliability analysis method for reinforced concrete frames under " server earthquake " is presented. the limit - state function is established by global damage indices

    （ 5 ）基於現行建築抗震設計規范，提出一種鋼筋混凝土框架結構在設計基準期內的抗震可靠度分析方法。
  19. In order to achieve the whole target that the design reference period is heightened from 50 years to 100 years, the old residential load data should be updated in a large scale, which is an important fundamental work to the study and design of structural reliability

    適應于住宅結構設計基準期從50年提高到100年的總體攻關目標要求，大規模更新住宅荷載基礎數據，是開展結構可靠度研究與可靠度設計的重要基礎工作。
  20. With the coming of 50 years design grant time, the improvement of building design codes about many requirements and the quality problems in design, construction & many buildings " rebuild. the bottom poles " bearing capability of buildings is often found to be not enough

    隨著50年設計基準期的到來；建築設計規范中各項要求的提高；設計、施工中的質量問題以及為數眾多的建築物改造工程，經常會出現建築物的底層柱子承載力不滿足。
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