鋼骨混凝土柱 的英文怎麼說

中文拼音 [gānggǔhúnníngtǔzhù]
鋼骨混凝土柱 英文
combined steel and concrete column
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 骨 : 骨名詞1 （骨頭） bone2 （物體內部的支架） framework; skeleton 3 （品質; 氣概） character; spirit ...
  • 混 : 混形容詞1. （渾濁） muddy; turbid2. （糊塗; 不明事理） foolish; stupid
  • 凝 : 動詞1. （凝結） congeal; curdle; coagulate 2. （注意力集中） fix
  • 鋼骨 : [建築] reinforcing bar鋼骨水泥 reinforced concrete
  • 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
  1. The main components of the latter are multi - rib sandwich panels, including floor slabs and wall slabs. reinforced concrete conformation columns are set where the longitudinal walls and latitudinal walls intersect and copulative beams are set where floor slabs and wall slabs intersect. they play a role of linking and transferring loads, bearing a small part of loads at the same time

    無骨架體系的主要承重構件是密肋夾芯板（包括樓板和墻板） ，縱、橫墻相交處設鋼筋混凝土構造（連接）柱，墻板和樓板相交處設連系（圈）梁，連系梁和柱主要起連接和傳遞荷載作用，也承擔少部分荷載。
  2. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒鋼框架節點構造，設計了四種類型矩形鋼管混凝土柱與鋼梁連接節點，包括常規栓焊（ wfp ）節點、翼緣全螺栓連接（ bfp ）節點、雙t板連接（ dst ）節點以及加勁端板連接（ sep ）節點，進行了四類節點8個模型試件在柱端低周反復荷載作用下的抗震性能試驗研究，比較了不同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵，主要結論有： 1 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈，沒有或略有捏攏現象，耗能能力強； 2 、軸壓比對節點滯回曲線有顯著影響，全部節點都有顯著的剛度退化； 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段，具有良好的延性性能； 4 、從整體抗震性能上看，翼緣全螺栓連接節點、雙t板連接與加勁端板連接節點都優于常規栓焊節點，可在實際工程中加以推廣。
  3. The truss type steel reinforced concrete column is a normal src style because the contradiction of steel between beams and column can be solved

    在實際運用中為了便於在樑柱節點處梁鋼筋的穿透，空腹桁架式鋼骨混凝土柱是一種常見的src柱。
  4. The results of the truss type src columns test is analyzed, and the aseismic behavior of src column is deeply studied. with the shaped steel in the column, the bearing capacity is largely increased

    本文研究了空腹桁架式src柱的試驗結果，對src柱的抗震性能作了比較深入的探討，結果表明配置角鋼的桁架式空腹鋼骨的勁性混凝土柱，其抗震能力明顯高於鋼筋混凝土柱。
  5. Steel framed reinforced concrete column

    鋼骨鋼筋混凝土柱
  6. If the columns are disabled, the whole structure will collapse or overturn. in addition, the research on fire resistance of reinforced concrete columns provide the foundation for study on other rising combined columns such as concrete filled steel tubular columns and steel reinforced concrete columns

    另外，鋼筋混凝土柱的抗火性能的研究也能為鋼管混凝土柱、鋼骨混凝土柱等其它新型組合結構柱的抗火性能的研究打下堅實的基礎。
  7. Discussion on limit value of axial compression ratio of steel reinforced concrete columns

    鋼骨混凝土柱軸壓比限值控制的討論
  8. A method of calculating the shear strength of steel reinforced high - strength concrete short columns

    高強鋼骨混凝土框架柱的抗剪強度計算
  9. In this thesis, nonlinear finite element analysis about two different beam - column joints of steel beam - steel reinforced concrete column was studied with ansys. the capacity, stress, displacement and other abilities of joints was analyzed

    本文應用大型有限元軟體ansys對兩個不同類型的鋼梁?鋼骨混凝土柱樑柱節點的承載力、應力、應變及其它性能進行了非線性有限元分析。
  10. In the ansys software environment, two three - dimensional finite models are constructed, based the experiments of four steel beam - steel reinforced concrete column joints under low reversed cyclic loading by beijing polytechnic university ( 2000 )

    本文在鋼梁?鋼骨混凝土柱節點抗震性能試驗研究的基礎上，應用大型有限元軟體ansys對其中兩個不同類型的節點試件進行了非線性有限元分析。
  11. This paper summarizes the present research in heavy load - carrying columns and analyses the work mechanisms and characteristics of steel reinforced concrete columns and concrete - filled steel tubular columns. then a new design model for heavy load - carrying columns is established

    本文在總結國內外文獻的基礎上，研究和分析了幾種重載柱，例如鋼骨混凝土柱、鋼管混凝土柱的受力性能及特點，在此基礎上提出了一種重載柱設計的新模式。
  12. Based on the analysis of the experiment results, it is regarded that the seismic behavior of the truss src columns is higher than those of rc columns. the steel requirements, the crosswise rod dimension and the welding quantity are the main factor, which influence on the truss type src columns

    通過對試驗結果的分析，認為配置角鋼桁架式空腹鋼骨的鋼骨混凝土柱的抗震能力明顯高於鋼筋混凝土柱，配鋼率和斜腹桿的大小與焊接質量是影響桁架式空腹鋼骨的鋼骨混凝土柱的主要因素。
  13. In structure design, the value of axial compression ration of src columns has influence not only upon the seismic behavior of structure, but also upon the section dimension, steel requirements and seismic behavior. at present, the definition of the limited values of axial compression ration in the design specification of src structure and other research on a xial compression ration is focus in the full - web type src columns. but there is fewer data about lattice type src members

    在結構設計中，鋼骨混凝土柱軸壓比的取值不僅對結構的抗性能有很大影響，同時也是確定柱子的截面尺寸、鋼骨含量及抗震配筋構造等的重要依據，目前，鋼骨混凝土結構設計規程中對軸壓比限值的規定和其它有關軸壓比的研究主要是針對實腹鋼骨的，目前尚無空腹式鋼骨混凝土方面的資料可供參考。
  14. Calculating and analyze the compression bending strength according to the method of reinforced co ncrete structure design code and " the modified simple superposition method ", the distribution of axial load is obtained, then, the influence of creep is considered and the formulation of distribution of axial load between reinforced concrete and steel is proposed. and steel is proposed

    運用現行混凝土結構設計規范和改進后的簡單疊加方法分別計算試件的壓彎承載力，通過對比分析，推得了src柱的軸力分配，然後在考慮了徐變系數的影響后，對空腹式鋼骨混凝土柱軸壓比限值提出建議。
  15. The advantages of circular steel tubular columns filled with steel - reinforced concrete are discussed by comparison to reinforced concrete columns. from the above analysis, we can conclude that circular steel tubular columns filled with steel - reinforced concrete which have high load - carrying capacity as well as excellent ductility can be used widely especially in the buildings of strong seismic intensity zone

    從試驗研究、理論分析和試設計的結果，可以看出鋼骨?鋼管混凝土柱具有很高的承載力和很高的延性，這種柱具有廣泛的應用前景，特別適用於高地震烈度區柱的設計。
  16. This paper presents the design of a high - rise steel reinforced concrete building, gives emphasis to the layer model elastic and plastic analysis, steel reinforced concrete column calculating

    摘要介紹了一幢高層鋼骨混凝土結構設計，著重介紹層模型彈塑性時程分析、鋼骨柱計算。
  17. Because the truss src members includes steel, the ultimate flexural strength of those is more increased than the reinforced concrete ( rc ) members. on the other hand, it is often that in the application the contradiction of steel between beams and columns can not be solved, the lattice type src columns is proposed in this case

    不過，與普通鋼筋混凝土結構相比，空腹式src結構由於配置了鋼骨，大大提高了構件的承載力，另一方面，對于實腹式src構件，在實際應用中經常遇到無法解決梁與柱交叉穿筋的問題，這時，宜採用空腹式鋼骨混凝土。
  18. Based on the above contribution the method is used to evaluate the accuracy and limitation of the simplified design methods proposed by the chinese jgj 138 - 2001 specification and yb9082 - 97 specification, which are only suitable for concrete encased composite columns of rectangular cross section with doubly symmetric structural steel. several valuable conclusions and suggestions for practice design are obtained

    在此基礎上，利用計算機程序對國內兩個組合柱設計規程，建設部頒布的《型鋼混凝土組合結構技術規程》 （ jgj138 - 2001 ）和冶金部頒布的《鋼骨混凝土結構設計規程》 （ yb9082 - 97 ）中建議的配置對稱結構鋼的矩形截面型鋼-砼柱的簡化設計方法進行了分析和評估，獲得了一些對工程設計有價值的結論和建議。
  19. Abstract : the mechanics property of the embedded column footing and non - embedded column footing of steel framed concrete were compared, and the structural design of embedded column footing of an industrial main building was introduced in detail

    文摘:對鋼骨混凝土埋入式柱腳和非埋入式柱腳的力學特性進行對比，並詳細介紹了某工業主廠房埋入式柱腳的設計。
  20. Based on experimental research and theoretical analysis, investigations on the new type of joint are made systematically, the main contents and results include the following items. 1 four specimens of new joints between cfrt columns and steel beams are designed. by low - cyclic reversed load test, skeleton curves of new joints and shearing deformation in joint core area are studied, the influence of parameters, such as concrete cores, length of stiffener, and relative dimensions of column and beam, is discussed

    本文在分析現有節點方案特點的基礎上，提出了角鋼加勁式節點方案，並採用試驗和理論分析相結合的方法，對這種新型節點進行了系統研究，主要研究內容與成果如下： （一）設計了4個新型方鋼管混凝土柱?鋼梁節點的試件，通過對新型節點的低周反復荷載試驗，研究了新型節點的骨架曲線和節點核心區剪切變形等，探討了內填混凝土、加勁肋長度和樑柱相對尺寸等對節點抗震性能影響。
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