短軸柱 的英文怎麼說

中文拼音 [duǎnzhóuzhù]
短軸柱 英文
brachyprism
  • : Ⅰ形容詞(空間、時間兩端之間的距離小) short; brief Ⅱ動詞(缺少; 欠) lack; owe Ⅲ名詞1 (缺點) we...
  • : 軸Ⅰ名詞1. (圓柱形的零件) axle; shaft 2. (對稱部分的直線) axis 3. (圓柱形的纏繞器物) roller; spool Ⅱ量詞(用於纏在軸上的線以及裝裱帶軸子的字畫)
  1. A study on the behavior of concrete - filled double skin steel tubular columns of octagon section under axial compression

    八邊形中空夾層鋼管混凝土力學性能的研究
  2. Cylindrical shaft ends. long and short series. transmissible torques

    端.長和系列.可傳送的扭矩
  3. The k72 series four - jaw independent chucks are of cylindrical center mounting connected to the spindle nose by adaptors

    K72系列四爪單動卡盤系連接形式,通過過渡盤與機床主連接。
  4. Square head bolts with short dog point

    螺栓末端的圓頸止端的方頭螺栓
  5. Fasteners. screws for screw - jacks. small square head screws with short dog point. product grades a and b. symbol qz

    緊固件.螺旋千斤頂螺釘.帶止端的小四方頭螺釘.和級產品.符號
  6. Basing the analysis on the experimental data, the author provides the load - bearing capacity formula of the concrete short column confined by overlapping hoops under uniaxial compression and the relationship between characteristic value of hoop and spacing of hoop, which is of great practical value

    摘要通過實驗數據的分析,提出了心受壓復合方箍正截面承載力的計算公式並給出了配箍特徵值與箍筋間距的關系,具有一定的實用價值。
  7. There are two different constitution forms for the square tubes with ribs in the test specimens, one consists of two welded channels with stiffening lips ( channel tubes ), stiffening lips ( angle tubes )

    根據無肋、單向設置斜肋和雙向設置斜肋3種截面形式、 2種截面尺寸的18個薄壁鋼管混凝土試驗結果,比較和分析了各試件的試驗現象、破壞模式及荷載位移曲線等。
  8. The door part has 2 stubs, keeping it in position during mounting of the pin

    門上頁片有2個體,用於門鉸心安裝時的定位。
  9. The study performance of axle loaded reinforced concrete puncheons used 500 mpa steel bar

    鋼筋混凝土壓下受力性能研究
  10. Behavior analysis of short columns with encased h - shaped steel reinforced concrete under axial compression

    型鋼混凝土的受力性能分析
  11. Nonlinear finite element analysis of square concrete - filled steel tube columns under compressive load

    方鋼管混凝土的非線性有限元分析
  12. The stress state of a composite column and a short steel tubular column filled with steel - reinforced concrete was comprehensively analyzed and rationally simplified

    摘要從鋼骨鋼管混凝土組合的工作機理出發,分析了其各組成部分應力狀態,提出了計算鋼骨鋼管混凝土的簡化模型。
  13. In paper, it introduces their characters one by one. 3 ) axle center and partial pressed component when the longitudinal pressure is through the axle center of component, we call it as axle center pressed com

    3 )心受壓構件與偏心受壓構件縱向壓力通過構件截面重心的構件稱為心受壓構件c心受壓構件可分為和長兩大類。
  14. The load - bearing capacity calculation of the concrete short column confined by overlapping hoops under uniaxial compression

    心受壓復合方箍正截面承載力的計算
  15. Research on bearing capacity of steel concrete axially compressed short column reinforced with high strength concrete filled steel tube

    鋼管高強混凝土增強的鋼筋混凝土承載力研究
  16. Analysis and simplified calculation of mechanical behavior of concrete - filled steel short columns under axial compression based on three parameters

    鋼管混凝土性能三參數分析與計算
  17. 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,對不同寬厚比的心受壓冷彎方管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,對不同寬厚比的心受壓冷彎方管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心受壓冷彎方管長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。
  18. Rolling bearings - cylindrical roller bearings - part 1 : single row with cage, separate thrust collars

    滾動承.滾子承.第1部分:單排帶保持架分
  19. Suburban railway vehicles ; axle boxes for wheel sets with supports at the outer ends ; general view and arrangement for cylindrical roller - bearings

    市郊途鐵路車輛.外置支撐的輪副用箱.圓形滾
  20. It is found by comparison that as the structural forms of special - shaped columns and short - shear walls are used, the structures should be arranged reasonably so as to meet the needs of lateral stiffness, and axial compression ratio should be controlled strictly so as to meet the needs of constructional reinforcement to prevent the probably curling and shear failure for the purpose of meeting the needs of the construction of small high - buildings

    對比討論發現:採用鋼筋混凝土異形肢剪力墻的結構形式時,應當進行合理的結構布置以滿足結構整體抗側移剛度的要求,同時嚴格控制豎向構件壓比並滿足配筋構造以防止構件可能出現的翹曲和剪切破壞,這樣才能同時滿足小高層住宅對建築和結構的需要。
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