規范與試驗 的英文怎麼說

中文拼音 [guīfànyǔshìyàn]
規范與試驗 英文
compressed air dryers―specifications and testing
  • 規 : Ⅰ名詞1 （畫圓形的工具） instrument for drawing circles 2 （規則; 成例） rule; regulation 3 [機械...
  • 范 : 名詞1 [書面語] （模子） pattern; mould; matrix 2 （模範; 榜樣） model; example 3 （范圍） boundar...
  • 試 : 名詞（古代占卜用的器具） astrolabe
  • 驗 : 動詞1. （察看; 查考） examine; check; test 2. （產生預期的效果） prove effective; produce the expected result
  • 試驗 : trial; experiment; test
  1. The welding performance of homemade wear - resistant cast steel has been studied base on the weldability tests, the repair welding procedures of wean - resistant cast steel ( abrasion - plates ) have been made up, the results show that satisfying repair welding quality can be attained with such welding conditions as the low hydrogenous alkalescent welding rod, preheating and slow cooling, strictly maintaining the interbedded temperature of 250 ~ 300 and controlling welding technique

    通過對其焊接性能的試驗研究，制定了該類鑄鋼件（磨耗板）的補焊工藝：低氫型堿性焊條，預熱與緩冷相結合的工藝措施，嚴格控制層間溫度（ 250 ~ 300 ）及焊接工藝規范，可獲得滿意的修復質量。
  2. According to the basic theory of the cement concrete and the properties of polypropylene fiber, the calculating formulas about beam for the normal section load _ carrying capacity and rigidity and ductibility are presented based on " the design code of concrete structure " ( gb50010 - 2002 )

    參照普通砼的基本理論，結合聚丙烯纖維砼的性能特點，在《規范》的基礎上得到了單筋矩形截面梁正截面承載力、剛度和延性的計算公式，並與試驗結果對比吻合較好。
  3. The results of finite element model and theoretical formula are proved to be in good agreement with the experimental results

    在基於現行規范的基礎上提出了組合梁跨中撓度的建議計算公式把有限元模型和建議公式的計算結果與試驗結果進行比較，三者吻合良好。
  4. To solve the above - mentioned problems, studies are carried out for the intensity design and accreditation test in this dissertation and apply the research results to the structure optimization of meter - gauge covered car of 14t axle - load

    本文正是為了能夠解決這些問題，開展對米軌貨車強度設計與試驗鑒定規范的研究，並根據研究結果對14t軸重米軌棚車結構進行優化設計。
  5. The following works are carried out in the dissertation : the study of meter - gauge freight car intensity design and accreditation test specifications ; the structural design of meter - gauge covered car of 14t axle - load ; the finite element analysis of car body structure of meter - gauge covered car of 14t axle - load ; the structure optimization of meter - gauge covered car of 14t axle - load. specification of intensity design for meter - gauge freight wagons is a combination of the theoretical calculations, long - term tests and the data of the application and maintenance of the rolling stock

    本文主要進行以下工作：米軌貨車強度設計與試驗鑒定規范的研究14t軸重米軌棚車結構設計14t軸重米軌棚車車體結構有限元分析14t軸重米軌棚車的結構優化設計米軌貨車強度設計與試驗鑒定規范是集理論計算、長期試驗、車輛運用及檢修數據累計分析的結果。
  6. Specification for the design and testing of steel overhead runway beams

    架空吊車道鋼梁的設計與試驗規范
  7. Test results indicate : formula in american code is very conservative and with low reliability ; formula in bridge code, westergaard formula and sanko - bakht formula can be only used in narrow range ; the result of space numeric simulation is approximate to test one, and with high accuracy

    試驗結果表明：美國規范公式計算結果過于保守、可接受程度低；橋規公式、魏斯特加公式以及沙柯公式計算結果單一、適用范圍偏窄；空間數值模擬分析的結果與試驗結果比較接近，準確度高。
  8. Powder metallurgy. metals and alloys for mechanical parts self - lubricating bearings. interpretation of specifications and test methods

    粉末冶金.機械零部件自潤滑軸承用金屬與合金.規范和試驗方法說明
  9. The assumption in this paper are approximately according with present code, and the calculated results agree with experimental results very well

    公式中的假設與現行規范gb10 ? 89的公式中的假設基本一致，其計算結果與試驗值吻合較好。
  10. Compressed air dryers - specifications and testing

    壓縮空氣乾燥器規范與試驗
  11. Compressed air dryers specifications and testing

    規范與試驗
  12. Stress concentration measure on the model of boiler drum with two nozzles was executed and the testing results were compared with the asme criterion, experiential value and the value of finite element method respectively. this measurement result provides direction for evaluation of stress amplitude

    設計模擬汽包進行應力測試，並與美國asme規范和經驗公式計算值、有限元計算結果進行比較，為后續的低周疲勞壽命估算時交變應力幅值的確定提供依據。
  13. In the paper, the ultimate load of cfst member was calculated according to 8 design codes about cfst, the calculated results compared with the test results and each other, some useful conclusion was drawn to carry out the codes in practice

    本文應用國內外八本有關鋼管混凝土設計和規范規程對鋼管混凝土樑柱構件的承載能力進行了計算，對計算結果與試驗結果以及對不同規范間的計算結果進行分析比較分析，得出的有益結論可供工程應用參考。
  14. The cold - formed square hollow section columns are widely used in various structures such as building structure, trusses, space frames and offshore plates etc. this paper is mainly doing the research on load carrying capacity of the cold - formed square hollow section columns under axial load, the paper includes the following main contents : ( 1 ) an elastic buckling stress for cold - formed square hollow section is presented by finite element analysis, and is compared with the result given by classical elastic buckling theory ; ( 2 ) the elastic - plastic non - linear behavior of the cold - formed square hollow section columns analyzed by ansys is presented ; ( 3 ) by using material model, and geometry nonlinear analysis, the cold - formed effect to stub columns of cold - formed square hollow section is studied ; ( 4 ) by using an material model, the geometry nonlinear analysis, the influence of initial geometrical imperfection to stub columns of cold - formed square hollow section is also analyzed ; ( 5 ) the load carrying capacity of the cold - formed square hollow section columns, which are including the cold - formed effect and influence of initial geometrical imperfection is analyzed by non - linear finite element, and the theoretical analysis results are compared with the results of experimental study and the results calculated by specification gb50018 - 2002

    冷彎方管作為軸心壓桿廣泛用於房屋結構、桁架、網架、塔架以及海洋平臺等結構中，本文主要研究軸心受壓冷彎方管的承載力性能，內容主要包括以下一些： （ 1 ）對冷彎方管的彈性臨界應力進行有限元分析，並與經典理論結果進行對比，以驗證有限元程序的適應性； （ 2 ）闡述冷彎方管採用有限元彈塑性非線性分析理論及應用ansys軟體的非線性分析方法； （ 3 ）採用彈塑性模型，考慮幾何非線性及材料非線性，對不同寬厚比的軸心受壓冷彎方管柱的冷彎效應進行有限元非線性分析研究； （ 4 ）考慮冷彎效應對屈服應力的影響，對不同寬厚比的軸心受壓冷彎方管短柱在不同初始變形下的承載力性能進行有限元非線性研究； （ 5 ）考慮冷彎效應、幾何初始變形，對不同長細比和不同寬厚比的軸心受壓冷彎方管長柱的承載力性能進行有限元非線性研究，並與試驗結果以及我國現行規范gb50018 ? 2002計算結果進行對比分析。
  15. On the basis of earthquake - resistant behavior experiments of high strength concrete column reinforced with concrete filled steel tube, two methods for calculating flexural strength of the column, one is based upon the method in building code for calculating the flexural strength of reinforced concrete member while the other is based upon the method of superposition, are discussed, and the moment ? xial load relationship is also analyzed using finite element method. the results are in good agreement with the experimental ones

    本文在以鋼管混凝土為核心的高強混凝土柱（鋼管高強混凝土核心柱）的抗震性能的試驗基礎上，分別基於鋼筋混凝土構件的規范計算方法和疊加法兩種思路討論了核心柱的正截面強度計算，並用條帶有限元方法模擬了核心柱的彎矩? ?軸力相關曲線，與試驗結果符合較好。
  16. This thesis points out a theoretical and experimental analysis of the ultimate load - carrying capacity and deformation of the un - braced ideal steel frames. it evaluates the practicality of the book code for design of steel structure ( gb 50017 - 2003 ) in analysis the internal force of steel frames, and gives some suggestion on the structure analysis and design of steel frame

    本文對理想鋼框架的極限承載力和變形進行了理論與試驗兩方面的系統分析，評估了新的《鋼結構設計規范》 （ gb50017 - 2003 ）關于鋼框架結構內力分析條文的適用條件，為鋼框架的結構分析和設計提出了一些建議。
  17. The fea model of the signal transform device is established with the use of ansys based on design specifications and tests. the fundamental natural frequency predicted by the fea model is consistent with it obtained by the tests

    在設計規范和試驗的基礎上，用ansys軟體建立了信號變換裝置有限元分析模型，由有限元分析模犁得出的結構最低階固有頻率與試驗測得的數據基本一致。
  18. Specification for performance requirements and tests for office furniture - office pedestal seating for use by persons weighing up to 150 kg and for use up to 24 hours a day, including type - approval tests for individual components

    辦公室傢具的性能要求與試驗規范.體重在150kg和其以下人員坐的，每天使用時間達24個小時的辦公室腳踏椅型號批準試驗，包括單個部件
  19. Through the analysis and compare to the model structure and the prototype structure of longitudinal shear wall in main factory building, the regular pattern of earthquake resistant behavior of this kind of structure system is obtained. so this paper puts forward some seismic design concept and detailing suggestion to this kind of structure according to csdb

    根據上述理論與試驗研究結果，得出了縱向帶邊框柱中高剪力墻結構抗震性能的一般規律，提出了一些新的抗震設計理念與構造建議，所得結論與設計方法可供我國相應規范修訂時參考。
  20. The component methodintroduced in eurocode3 are adopted mainly to analyse the behaviour of the joints. thebending bearing capacity and initial stiffness of connections are obtained by calculating andanalysing each component of joint. the calculating result is compared with that of experimentand finite element software ansys, and the comparison result indicates a good agreement. changing the parameter of each component, the effects of each parameter of joint on thebending bearing capacity and initial rotational stiffness of connections are analysed

    主要採用歐洲規范ec3介紹的組件分析方法對節點性能進行分析研究，通過對各組件的受力性能分析計算得出整個節點的抗彎承載力及初始轉動剛度，並將計算結果與試驗結果及通用有限元分析軟體ansys的分析結果進行了對比分析，計算結果與試驗結果及有限元分析結果吻合較好。
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