steel structural engineering 中文意思是什麼

steel structural engineering 解釋
鋼結構工程
  • 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...
  • structural : adj. 構造上的，結構上的，組織上的。adv. -ly
  • engineering : n. 1. 工程（技術），工程學。2. 開車技術。3. 土木工程，工事。4. 操縱，管理。
  1. Low alloy steel castings for general engineering and structural purposes

    一般工程與結構用低合金鑄鋼件
  2. Specification for structural design of buried steel pipeline of water supply and sewerage engineering

    給水排水工程埋地鋼管管道結構設計規程
  3. The connection of steel structures is an important part for the steel structural member. the types of connections which are commonly used in practical engineering, such as welding, bolting, high - strength bolting and mixed connections are discussed in this paper

    鋼結構連接是鋼結構構件的重要組成部分，本文結合工程實踐，著重對鋼結構中廣泛應用的連接形式，如焊接連接、普通螺栓連接、高強度螺栓連接和混合連接等進行了敘述。
  4. First, to solve the present difficulties in steel - concrete engineering structural analysis and construction supervision and control, steel - concrete coordinating relations for two kinds of heterogeneous material composite members, prestressing cables and concrete, steel tubes and concrete, are studied and deduced by proposing the concepts of both composite members of heterogeneous materials and steel - concrete coordinating relations

    首先，針對鋼混工程結構分析和施工監控中存在的一些難題，在提出鋼混異種材料組合構件和鋼混協作關系概念的基礎上，研究並推導了預應力鋼索與混凝土、鋼管與混凝土兩種異種材料組合構件的鋼混協作關系。
  5. 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。
  6. G ? cke gmbh & co. kg informs you about construction of vehicles as well as about structural steel engineering

    Kg是一家生產不同尺寸汽車製造業，鋼結構高層建築的企業。
  7. Porter m l, ekberg c e. behavior of steel - deck reinforced slab [ j ]. journal of structural engineering, 1977 ( 3 )

    孫榮華，陳世鳴.鋼與混凝土組合樓板的縱向抗剪分析[ j ] .華東工業大學學報， 1997 （ 3 ）
  8. Abdel - rahman n, sivakumaran k. s. material properties models for analysis of cold - formed steel members [ j ]. journal of structural engineering. 1997, 123 ( 9 ) : 1135 - 1143

    王志濱，陶忠，韓林海.矩形冷彎型鋼鋼管混凝土構件力學性能研究[ j ] .工程力學2005 （已投稿）
  9. Main points of inspect and control of quality in steel structural engineering construction

    鋼結構工程施工質量的監理控制要點
  10. The coating protection of large steel structural engineering in shanghai south railway station

    上海鐵路南站大型鋼結構工程的塗裝防護
  11. Abstract : according to the realities of existing engineering structures, the logostic normal distribution is used to described the common variables in the analysis of structural reliability. the checking point method of simulation logistic normal distribution is proposed. the appliation of the logistic normal distribution is demonstrated by the reliability analysis of durability for corrosion of steel reinforcement

    文摘:根據在役工程結構的實際情況，採用對數正態分佈來描述可靠度分析中常遇到的隨機變量；討論了擬對正態分佈的驗算點法；通過對鋼筋混凝土鋼筋銹蝕的耐久性可靠度分析，說明了擬對數正態分佈法的應用。
  12. Specification for construction and acceptance of steel structural tower and guyed mast engineering

    塔桅鋼結構施工及驗收規范
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