鋼管混凝土柱 的英文怎麼說

中文拼音 [gāngguǎnhúnníngtǔzhù]
鋼管混凝土柱 英文
steel core concrete column
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 管 : Ⅰ名詞1 （管子） pipe; tube 2 （吹奏的樂器） wind musical instrument 3 （形狀似管的電器件） valve;...
  • 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
  • 鋼管 : steel pipe; steel piping; steel tube; steel tubing
  • 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. 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。
  2. As the research of the joint property in this kind of structure is not enough, this paper mainly discussed the static property of frame column connection in concrete - filled square tubular structure, especially the load - carrying capacity of joint region

    鋼管混凝土結構在當今世界各地得到越來越廣泛的應用，然而在我國對這方面的研究並不充分。為此，本文對矩形鋼管混凝土柱框架節點域的受力性能及節點域的承載力進行了研究。
  3. 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。
  4. 9. nonline transient temperature field was analyzed for concrete - filled square steel tubular columns. fire resisting limit of concrete - filled square steel tubular columns was discussed. 10

    對內（圓）鋼管增強方鋼管混凝土柱在火災高溫下的非線性瞬態溫度場進行了分析，討論了內（圓）鋼管增強方鋼管混凝土柱的耐火極限。
  5. Abstract : in the article, some special installing methods of steel - pipe concrete column and steel structure of shenzhen saiger plaza, including installing sequence, measurement, correction, and welding, are introduced

    文摘:介紹深圳賽格廣場鋼管混凝土柱?鋼結構在結構安裝方面的特殊做法，包括安裝順序、測量、校正和焊接等。
  6. 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。
  7. 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。
  8. At present time, however, critical factors for which extensive applications of cfrt structure will be influenced is joint detail scheme. thus investigation on joints between cfrt columns and steel beams in medium - high rise residential construction has significant theoretical and applied value, so has research on reasonable and effective joint detail scheme

    然而，目前制約方鋼管混凝土結構推廣應用的主要問題在於節點構造方案，因此，開展針對中高層住宅建築的方鋼管混凝土柱?鋼梁節點研究，探討合理、有效的節點構造方案，具有十分重要的理論意義和應用價值。
  9. The validation of the above method is verified by several cooperative hybrid dynamic testis of cft column and bridge structure and virtual pseudo dynamic tests

    通過鋼管混凝土柱及橋梁結構的真實擬動力試驗及數值模擬試驗，驗證了該方法的可行性。
  10. Experimental research on the mechanical properties of concrete filled frp tubular column

    玻璃鋼管混凝土柱力學性能的試驗研究
  11. After the analysis about main body members, the paper analyzes the steel ' s fireproof, especially discusses the increasing of fire resistance time because of the existence of core concrete. further more, the paper particular argues the erode - proof on steel architecture

    在進行完主體構件分析后，接著對鋼結構的防火進行了分析，尤其探討了鋼管混凝土柱因為核心混凝土的存在而導致耐火時間的增加；另外，對鋼結構防腐也進行了詳細的論述。
  12. 2 based on experimental results and finite elements analysis of new joint, the stress transfer mechanism of the new joint is analyzed. there are two stress transfer patterns about the new joint, one is for rectangular steel tubular column joint, its stress transfer pattern is that beam moment is transferred to column webs mainly by stiffeners, the other is for crft column joint, its stress transfer pattern is that part of beam moment is transferred from stiffeners to column webs, another part of beam moment is transferred to infilled concrete by column flange

    （二）基於新型節點的試驗結果和有限元分析，研究了新型節點的傳力機理，其應力的傳遞路徑分為兩種：對于鋼管柱節點，梁端彎矩主要通過加勁肋板直接傳至柱腹板，對于鋼管混凝土柱節點，梁端彎矩一部分通過加勁肋傳給柱腹板，另一部分通過柱翼緣傳給鋼管內的混凝土。
  13. Calculation on the lateral strength of concrete - filled steel tube

    鋼管混凝土柱側向承載力的計算
  14. Analysis of stress and displacement of concrete - filled tubular steel columns

    鋼管混凝土柱的應力和位移分析
  15. Concrete - filled steel tubular columns to be adopted in the industrial buildings

    鋼管混凝土柱在工業廠房中的應用
  16. Hysteretic behavior of square concrete - filled thin - walled steel tubular columns with ribs

    帶肋薄壁方鋼管混凝土柱的滯回性能
  17. Based on the current structure design codes, a one tenth scaled 2 bays, 3 - stories model of concrete filled steel tube ( cfst ) column frame structure is designed and manufactured, and tested on the shaking table

    摘要基於現行結構設計規范，設計製作了一榀1 / 10比例的單跨、兩開間八層鋼管混凝土柱鋼梁框架結構模型，對其進行了模擬地震振動臺試驗。
  18. Hwang, s. j., and lee, h. j., " strength prediction for discontinuity regions by softened strut - and - tie model, " journal of structural engineering, asce, vol. 128, no. 12, pp. 1519 - 1526 ( 2002 )

    蔡克銓，林育詳，林敏郎，中空雙鋼管混凝土柱與基礎接合之試驗行為，中國土木水利工程學刊，第16卷，第2期，第229 - 240頁（ 2004 ）
  19. Experimental results show that the new cfrt - column to steel - beam joints proposed in this paper possess good earthquake resistant capacity. the infilled concrete benefit to restrain the buckling deformation of column webs, increase the strength and stiffness of the joint. the lengthened stiffener can transfer much more beam moment, make the strength of the joint increased

    試驗表明，在保證焊接質量的前提下，本文提出的新型方鋼管混凝土柱?鋼梁的節點具有良好的抗震性能；內填混凝土有利於抑制柱腹板的屈曲變形，增加節點的承載力和剛度；加勁肋長度的增加有利於傳遞梁端彎矩，使節點的承載力提高。
  20. Introduction of the load carrying capacity of circular column made of concrete filled steel tube

    圓形鋼管混凝土柱承載力計算綜述
分享友人
分享到 Line

分享到臉書