設計基準 的英文怎麼說

中文拼音 [shèjìjīzhǔn]
設計基準 英文
design basis
  • 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）...
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. It has issued residential buildings energy design standard for heating zone hot summer and cool winter zone and hot summer and warm winter zone. for heating zone, the method of effective thermal transmittance based steady heat transfer is used for the energy consume calculation, for hot summer and cool winter zone and hot summer and warm winter zone, the method based dynamic heat transfer must be used for the energy consume calculation

    對居住建築，我國已頒布了包括採暖地區、夏熱冬冷地區、夏熱冬暖地區三個節能設計標準，對北方寒冷地區，用建立在穩態傳熱基礎上的有效傳熱系數法進行能耗計算；對夏熱冬冷地區、夏熱冬暖地區，圍護結構受室外動態溫度和太陽輻射熱的綜合作用，明確應採用動態方法計算圍護結構傳熱。
  2. Muir wood r., 1984. problems of estimating earthquake recurrence from geological investigation in thrust fault terrains. proc. int. comp. on seismic microzonation, ech - cheliff algerea. 1, 147 - 159

    國家地震局地質研究所， 1994 .廣東第三核電廠沙環廠址設計基準地面運動確定
  3. 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。
  4. And in combination with cable replacement engineering of sichuan qianwei bridge, based on the bridge elevation and cable forces measured before cable replacement started, using finite element software bsas developed by southwest jiaotong university build analysis modeling, by means of cable forces adjustment and so on to make the cable forces of modeling approach the cable forces measured before cable replacement started, according to the scheme of primary design, aimed at cable replacement process, simulation analysis is done and get the calculated results

    然後以四川犍為岷江大橋換索工程為背景，以換索前實測的索力和線形為換索設計基準，應用西南交通大學開發的橋梁結構分析軟體bsas建立換索分析模型，通過調索等技術手段使模型索力與換索前實測索力逼近，以此為換索的出發點，按原換索設計的方案與工序，對換索進行全過程分析，得到換索完工後的計算索力和線形。
  5. 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。
  6. 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。
  7. 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
  8. Comparison and advance of consequences assessment system for nuclear accident

    與超設計基準事故
  9. 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。
  10. 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。
  11. 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。
  12. 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。
  13. 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。
  14. 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。
  15. However, to ensure that hong kong people are protected, these countermeasures are still included in the

    然而，為確保萬一發生很嚴重的設計基準以外的核事故時，市民亦得到適當的保護，
  16. 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
  17. Standard practice for obtaining hydrostatic or pressure design basis for " fiberglass " glass - fiber - reinforced thermosetting - resin pipe and fittings

    獲取玻璃纖維增強熱固樹脂管及配件用靜壓或壓力設計基準的標準實施規程
  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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