design of steel structures 中文意思是什麼

design of steel structures 解釋
鋼結構設計
  • design : vt 1 計劃，企圖，立意要…。2 指定，預定；留給，留著。3 設計，草擬，擬定，籌劃；起草，畫草圖，打（...
  • of : OF ＝Old French 古法語。
  • steel : n 1 鋼，鋼鐵。2 鋼製品；刀，劍，打火鐮；（女人胸衣等中的）松緊鋼條[絲]；鋼磨；〈美國〉剃刀，小刀...
  • structures : 構築物
  1. Eurocode 3. design of steel structures - fatigue

    歐洲法規3 .鋼結構的設計.疲勞
  2. Eurocode 3. design of steel structures - design of joints

    歐洲法規3 .鋼結構的設計.接頭設計
  3. Code for design of steel structures in port engineering

    港口工程鋼結構設計規范
  4. Code of practice for fatigue design and assessment of steel structures

    鋼結構疲勞設計和評定實用規程
  5. Mobile equipment for continuous handling of bulk materials rules for the design of steel structures

    移動式散料連續搬運設備鋼結構設計規范
  6. In active code for design of steel structures, axially compressed members are calculated not as torsional - flexural buckling but as flexural buckling with equivalent slenderness ratio, residual stress and initial geometry imperfection are also taken into account as flexural buckling

    我國現行鋼結構設計規范（ gb50017 ）採用換算長細比的方法將彎扭失穩等效為彎曲失穩，其殘余應力和初始幾何缺陷均按彎曲失穩考慮。
  7. Eurocode 3 : design of steel structures - part 6 : crane supporting structures ; german version env 1993 - 6 : 1999

    歐洲法規3 :鋼結構設計.第6部分:起重機支承結構
  8. Eurocode 3. design of steel structures - material toughness and through - thickness properties

    歐洲法規3 .鋼結構的設計.材料韌性和貫穿厚度特性
  9. During the transverse analysis, as the discussion of frame bracing condition that exists in the new vision < code for design of steel structures > gb50017 - 2002 has been lead into the stability analysis of staggered truss system, the concept of strong and weak bracing staggered truss system, and the concrete dividing standard are also given, so that makes the staggered truss stable theory have a good link with the new code, and provide theory guarantee for designers

    橫向分析時將我國新修訂的《鋼結構設計規范》 gb50017 - 2002中，關于框架體系支撐條件的論述引入到錯列桁架的穩定分析中，提出了強支撐錯列桁架體系和弱支撐錯列桁架體系的概念以及具體的劃分標準，使得錯列桁架的穩定分析可以與新規范很好的對接，為設計人員的使用提供了理論保障。
  10. Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally, a program for calculating semi - rigid with incremental - iterative method has been

    本文的目的就是為半剛性連接鋼框架的設計提供一種既符合工程實際又簡便易行的計算方法，供規范使用過程的補充、延伸或參考；同時，也將促進半剛性連接鋼框架設計技術的發展，為提高結構安全性能、節省工程成本發揮應有的作用。本文首先介紹了常見的幾種應用較為廣泛的樑柱連接彎矩轉角關系模型，在分析比較的基礎上，選用richard ? abbott函數模型作為外伸端板連接彎矩轉角關系模型，通過對34個外伸端板連接的實驗數據與回歸分析得到的參數比較可知，經回歸分析得到的此模型參數與實驗數據符合較好。然後用彈簧表徵連接點的轉動剛度，根據梁的轉角位移方程推導出半剛性連接的剛度矩陣，在單元剛度矩陣中考慮了節點柔性、幾何非線性和剪切變形的影響，並對固端力進行了修正，最後用增量迭代法編制有限元程序進行計算和分析。
  11. Eurocode 3. design of steel structures. general rules and rules for buildings together with united kingdom national application document

    歐洲規程3 .鋼結構的設計.一般規則和建築物規則
  12. Eurocode 3. design of steel structures. general rules. structural fire design together with united kingdom national application document

    歐洲法規3 .鋼結構件設計.一般規則.結構防火設計
  13. Eurocode 3 : design of steel structures - part 1 - 10 : material toughness and through - thickness properties ; german version en 1993 - 1 - 10 : 2005

    歐洲法規3 :鋼結構的設計.第1 - 10部分:材料硬度和貫穿
  14. But for semi - rigid connections are complex and variable, in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned

    但由於半剛性連接的復雜性和多樣性，在鋼框架的分析和設計中，還是將框架的樑柱連接假設成為完全的剛接或理想的鉸接。
  15. In conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned. the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design, but cannot precisely reflect structural practical circumstance and the errors of calculating results are large, even, get incorrect conclusions

    雖然對連接性能的這種理想化假設簡化了鋼框架的分析和設計過程，但採用理想的連接模型在很多情況下是不合理的，也不能反映結構工作的實際情況，計算結果誤差很大，有時甚至會得到錯誤的結論。
  16. Code for design of steel structures

    鋼結構設計規范
  17. Eurocode 3. design of steel structures - general rules and rules for buildings

    歐洲法規3 .鋼結構設計.一般規則和建築物規則
  18. Eurocode 3. design of steel structures - general rules - structural fire design

    歐洲法規3 .鋼結構的設計.一般規則.結構性消防設計
  19. Inchinese code for design of steel structures, a second - order simplified method toconsider p - effects using the amplified parameter is put forward. in itscommentary, some examples are analyzed

    我國現行鋼結構設計規范（ gb50017 - 2003 ）中提出了通過放大系數的二階簡化分析考慮p -效應的方法，並對該方法進行了算例誤差分析，得出了其適用的范圍。
  20. The applicability of present code for design of steel structures ( gbj17 - 88 ) is calculated and analyzed by monte carlo finite element method and traditional first order reliability method. it is approved that the monte carlo finite element method is right

    分別採用蒙特卡羅（ montecarlo ）有限元法和傳統的一次二階矩法（ form ）對現行《鋼結構設計規范》 （ gbj17 - 88 ）的適用性進行了計算和對比分析，從而證實了蒙特卡羅（ montecarlo ）有限元法的正確性。
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