設計荷載 的英文怎麼說

中文拼音 [shèjìhézǎi]
設計荷載 英文
design load
  • 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...
  • 荷 : 荷名詞（蓮） lotus
  • 載 : 載Ⅰ名詞（年） year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. Standard for loadings of municipal bridge design

    城市橋梁設計荷載標準
  2. Greenhouse structure design load

    溫室結構設計荷載
  3. Analysis on structural design load for low - rise residential cold - formed steel framing

    輕型鋼骨結構低層住宅設計荷載分析
  4. It belongs to geometry variable system and does not have the ability of undertaking the design load

    它屬于幾何可變體系，不具有承擔設計荷載的能力。
  5. It belongs to geometry invariable system and has the ability of undertaking the design load

    結構是由不同的構件組成的幾何不變體系，具有承擔設計荷載的能力。
  6. Finally, the proposed method was used to analyze the wind induced response and equivalent static loads of shenzhen xiwanji tower

    本文結合一具體的工程實例，分析了深圳新萬基大廈的風振響應和等效設計荷載。
  7. Based on axle load spectrum, a method to calculate the maximum design load of asphalt pavements was first studied according to reliability theory

    並根據軸載譜，提出了按可靠度理論計算瀝青路面最大設計荷載的方法。
  8. Further, static analysis under four different design loads was performed. vibration analysis of runyang yangtse river highway bridge and hongkong tsingma bridge was also given

    在此基礎上，對潤揚懸索橋進行了四種設計荷載工況下的靜力分析。
  9. It is 260m long and 20m wide ( including 14m of traffic lanes and 3m of pavement of each side ) with a designed load of grade 20 of automobile and grade 100 of trailer

    橋梁全長260米，寬20米，其中行車道14米，兩邊人行道各3米，設計荷載為汽車- 20級，掛車- 100級。
  10. Under the circumstances that the same design loads, it compares with the different responses of membrane in the cable dome structure model through loading non - cooperative analysis and loading cooperative analysis

    考察在相同的設計荷載下，對索穹頂結構模型，對比協同荷載分析和非協同荷載分析對膜的不同反應。
  11. Based on the design load and the whole stability of the link, a better method of reinforcement is obtained in the paper combining with the practice of project, and the validity of this method is verified by adopting the program of finite element

    摘要根據設計荷載，抱桿在滿足整體穩定性的前提下，結合工程實踐選擇較好的加固方案，並採用有限元程序對加固方案進行驗算，驗證所採用方案的正確性。
  12. The results of wind forces acting on high buildings are the fatigue failure by vibrations, local failure under pressure and toppling failure etc. wind forces are one of design loads on towering structures, high buildings and long - span bridges, sometimes even be decisive function

    風對建築結構的作用表現為結構的振動疲勞破壞、局部受壓破壞和整體傾覆等，風荷載是高聳結構、高層建築和大跨度橋梁的重要設計荷載之一，有時甚至起決定性的作用。
  13. On the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper

    在作者提出的現代預應力混凝土結構設計荷載效應組合建議的基礎上，給出了合理考慮次彎矩和次軸力影響的各類預應力混凝土結構正截面極限強度設計計算建議。
  14. Abstract : on the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper

    文摘:在作者提出的現代預應力混凝土結構設計荷載效應組合建議的基礎上，給出了合理考慮次彎矩和次軸力影響的各類預應力混凝土結構正截面極限強度設計計算建議。
  15. Under present social economic condition, bridge design should satisfy criterions of design load and increase bearing capacity in order to strengthen service performance. these are contents of bridge structural optimization. diseases in superstructure make the life - span of bridges shortened

    在現今社會的經濟條件下，橋梁設計應該在滿足現行《橋規》設計荷載標準的前提下，適當提高橋梁的承載能力，增強其使用性能，而不是一味地強調造價最低，這就是橋梁結構優化的內涵。
  16. In staged construction process, study is primarily aimed at the truss load resistance capacity and flexural performance under construction and design load, combination performances of steel trusses in conjunction with concrete beam, the vertical displacement difference of two steel trusses with different span and their lateral stability, the glide displacement of the steel truss end during construction, the load resistance performance of steel trusses and concrete structure at the designed load, and the extreme limit loads and the breaking appearance of the combined steel trusses

    主要研究了在階段施工過程中，鋼桁架在施工荷載及設計荷載下的受力性能和變形能力；鋼桁架與混凝土梁板的共同工作性能；兩榀不等跨鋼桁架在整體受力下的豎向位移差及其對結構的作用和側向穩定性；鋼桁架端部在施工階段的滑動情況；使用階段鋼桁架及其端部混凝土結構的受力性能；組合鋼桁架結構的極限承載力和破壞形態。
  17. The fourth chapter is the important chapter of this paper : firstly, this chapter analyzes the total arrangement of the buildings, the single building ' s distribution, the extensibility of the building ' s functions and the design model of " trinity ", we find out that flexibility is the core of the university library design, " trinity " is not the only way and the best way in the library design ; secondly, this diaper raises another design model - - the design of hybrid library, in which the array of pillars, the level height and the load are designed according to the subarea, this design method can improve the flexibility and ecnomization of the buildings ; at last, this chapter approaches the principles and the developing trend in the design of the university library

    第四章是本論文的重點章節，在這一章中，論文首先從建築總體布局、建築單體布局、建築功能的可擴展性、 「三統一」的設計模式等方面進行了細致的分析。我們發現：靈活性是目前我國高校圖書館建築設計的核心問題； 「三統一」並不是圖書館建築設計的唯一方式和最佳方式，於是提出了一種分區設計柱網、分區設計層高、分區設計荷載的另一種設計模式? ?復合式圖書館建築設計，旨在增加靈活性的同時，進一步提高建築的經濟性與實用性。在章節的最後，從宏觀上探討了高校圖書館建築的設計原則及發展趨勢。
  18. Multi - span plastic greenhouse structure design theory has been studied systemic which include design loads, design methods and system optimization designs aimed at the situations above - mentioned, meanwhile, theory analysis and designs have been completed for series east - china multi - span plastic greenhouses in accordance with the local climate characteristic. some elementary conclusions are summed up : ( 1 ) in the aspect of multi - span plastic greenhouse structural design loads researches, based on the contrast analysis of loads provided in foreign and chinese standards, analysis and discussion are mentioned about the definition loads, the estimation and load cases for multi - span plastic greenhouse structural design in details, some conclusions are summed up first : i, wind load : under the present conditions, it is unnecessary to

    得到一些初步的結論： （ 1 ）在連棟塑料溫室結構設計荷載研究方面，從分析比較國外關于溫室建築及我國工業與民用建築設計荷載規范的角度出發，針對連棟塑料溫室結構設計中的荷載定義方法、計算取值、荷載組合等進行了較深入的探討和分析，首次得到以下結論： 、風荷載：在現有條件下，考慮風壓高度變化系數、陣風作用因子和風荷載體型系數，按中國建築結構荷載規范（ cbj9 ? 87 ）計算風荷載是可以的，不必進行重現期博士學位論文摘要修正。
  19. The stresses of arch dam can be autoregulative, and its overload capacity can be about 5 - 11 times than design loads and it has the advantage of economy and safety, so, more and more designers enjoy this dam shape

    壩體應力可以自行調整，其超載能力可達到設計荷載的5 11倍，是經濟性與安全性都比較優越的一種壩型，越來越為壩工專家們青睞。
  20. Firstly, static analysis of slts subjected to design load is done, employing space link series fea, and enduring capacity and internal force distribution of latticed truss structure may be realized to some extent, so primary decision of key inspect regions of roof slts can be run in the thesis

    本文首先以空間桿系有限元法對整個網架結構進行在設計荷載作用下的靜力計算分析，對網架結構的承載能力和結構的內力分佈有一定程度的了解，並可初步確定網架結構監測的關鍵區域。
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