長桁 的英文怎麼說

中文拼音 [zhǎnghéng]
長桁 英文
stringer
  • : 長Ⅰ形容詞1 (年紀較大) older; elder; senior 2 (排行最大) eldest; oldest Ⅱ名詞(領導人) chief;...
  • : 桁名詞[建築] (檁) purlin
  1. The captain asked the sailors to clew ( the sails ) up

    命令船員們引帆上
  2. Spatial analysis on continuous plate - truss compositesteel truss bridge across the wuhu changjiang river

    蕪湖江大橋連續板結合梁的空間結構分析
  3. At the base of getting a great deal of structure corrode damage data and through statistic fitting method, discovered the rule between outboard wing corroded depth and lifespan at different airport. then we can calculate the inoxidizing coating lifespan, basal body corroding expansion lifespan and first repair time

    在獲得使用中結構腐蝕損傷的大量數據的基礎上,通過統計擬合的方法,取得不同機場飛機外翼長桁腐蝕深度與日歷壽命的統計規律的基礎上,進而可以求得防護層的有效壽命、基體腐蝕擴展壽命。
  4. Corrosion protection of steel truss girders of caiyuanba changjiang river bridge in chongqing

    重慶菜園壩江大橋鋼梁防腐
  5. Erecting technique of movable steel truss beam for the transferbridge at north bank of yangtze river on xinyi - changxin railway

    鐵路江輪渡棧橋活動鋼梁架設技術
  6. This paper presents the corrosion protection system and part of the coating workmanship for steel truss girders of the caiyuanba changjiang river bridge in chongqing

    摘要介紹重慶菜園壩江大橋鋼梁的防腐體系及部分塗裝工藝。
  7. Take in two reefs in the tops ls, cried the captain ; let go the bowlin s, haul the brace, lower the to gall nt sails, haul out the reef - tackles on the yards

    頂帆收兩隔!船喊道,帆腳索放鬆,綁緊,落上桅帆,扯起帆上的滑車! 」
  8. The cable - supported concrete - filled steel tube arch bridge is a new bridge type developed on the basis of the truss type hybrid arch bridge by combining various techniques and making full advantages of the concrete - filled steel tube arch bridge, truss arch bridge and cable - stayed bridge

    摘要鋼管混凝土拉索拱橋是在「式組合拱橋」的基礎上將鋼管混凝土拱橋、架拱橋、斜拉橋的技術特點綜合起來,揚避短,而構思出的一種新橋型。
  9. The cfst x - type arches improve the lateral stability by sloping the arc ribs, so it is ofen used in the designs of cfst arch bridge with small ratio of the width to the span. tongwamen bridge is a half - through cfst arch bridge, its span is 238m, and the width of its roadway is 10m, so the truss ribs in - plane is sloped into x - shapc to improve its lateral stability. as the cfst x - type arches with longest span all over the country presently, the design of tongwamen bridge can be used for reference of adopting cfst x - type arches in the design of arch bridges with small ratio of the width to the span

    鋼管混凝土x型肋拱橋是一種利用拱肋側傾來提高其橫向整體穩定性的橋型,在寬跨比較小的鋼管混凝土拱橋設計中應用較多。浙江銅瓦門大橋是一座中承式鋼管混凝土無鉸拱橋,跨徑238m ,橋寬10m ,拱肋為平面架形式,所以採用了x型拱肋以提高其橫向穩定性。作為國內目前跨徑最大的鋼管混凝土提籃拱橋,該橋的建成對我國今後大跨徑小寬跨比鋼管混凝土拱橋採用提籃拱具有借鑒意義。
  10. Wan zhou yangtze river bridge is the establishing large span steel truss bridge now, and the property of it is the lower stiffness of the main girder. when the speed is high, the analyses and the vibration control of vehicles and bridge are very important, especially the dynamic lateral response of the system

    萬州江大橋是目前在建的大跨度鋼架拱橋,其特點是主梁結構剛度較小,在高速行車速度下,對起車橋耦合振動分析及其控制尤其是車橋系統橫向動力響應研究則尤為重要。
  11. Frame - bracing structure is a kind of dual - system, among which the bracing system may be shear wall, reinforced concrete core, vertical truss, etc. in current design codes for steel structures, multi - story steel frames are divided into two types, sway and non - sway frames

    支撐體系可以是剪力墻、筒體或支撐架體系。國家現行的鋼結構設計標準在計算框架結構的穩定性時將框架結構分為有側移和無側移兩類,分別確定其計算度。
  12. Construction technology of composite plate truss structure for the cable - stayed wuhu yangtze river bridge

    蕪湖江大橋板組合結構斜拉橋建造技術
  13. The dirk, where it had pinned my shoulder to the mast, seemed to burn like a hot iron ; yet it was not so much these real sufferings that distressed me, for these, it seemed to me, i could bear without a murmur ; it was the horror i had upon my mind of falling from the cross - trees into that still green water, beside the body of the coxswain

    把我釘在桅桿上的短劍像烙鐵一般灼熱難忍。然而,讓我驚慌恐懼的倒不是這點皮肉之苦,老實說,這點痛苦我可以一聲不哼地挺過去,我怕的是從桅頂橫上掉進平靜的碧水中,挨在副水手的屍體旁。
  14. A steel tubular trssed structure was vertically fixed to ensure the stability of the plane surface of the arched girder

    為保證鋼梁在變異拱處平面外的穩定,縱向設一通架。
  15. M2. with such a large capacity it is perfectly suited for exhibitions of large and heavy machinery. the ceiling beams for hall 2 stretch 43 meters

    世貿二館的建築除達國際標準外,其屋頂所建構之空間架跨距更達43公尺,充分利用空間並營造氣勢。
  16. Based on the analysis of bearing characteristic of the staggered truss system, a simplified calculation model of staggered truss structure under vertical loads or lateral loads is presented. after that, according to the simplified calculation model, iterate method for calculating internal forces of vierendeel staggered truss structure under vertical loads and a method for calculating member forces and lateral deflection of structure is provided. at last, a method for calculating effective - length factor of column is provided by analyzing the effect of restraint of column ends, other columns in same story and neighboring story on effective - length of columns

    通過對交錯架結構體系受力特點的分析,確定了在豎向荷載和水平荷載作用下交錯架結構體系的簡化計算模型;然後,根據計算模型,提出了豎向荷載作用下空腹交錯架結構的內力迭代計算方法以及水平荷載作用下交錯架結構的內力和側移計算方法;最後,通過分析柱端約束、同一樓層其它柱子以及相鄰樓層柱子的影響,給出了柱子計算度系數的計算方法。
  17. Using the analysis method, the calculating method and practical formula of transverse and longitudinal column effective length coefficient of staggered truss framing have been done systematically and completely at the first time

    本文採用解析法,首次全面系統地推導出錯列架體系橫向和縱向柱子計算度系數的計算方法和實用計算公式。
  18. The ceiling beams for hall 2 stretch 43 meters. besides surpassing international standards they also hold the title for comprising the second widest unsupported ceiling span in this area

    世貿二館的建築除達國際標準外,其屋頂所建構之空間架跨距更達43公尺,充分利用空間並營造氣勢。
  19. 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

    冷彎方管作為軸心壓桿廣泛用於房屋結構、架、網架、塔架以及海洋平臺等結構中,本文主要研究軸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,對不同寬厚比的軸心受壓冷彎方管柱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,對不同寬厚比的軸心受壓冷彎方管短柱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,對不同細比和不同寬厚比的軸心受壓冷彎方管柱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。
  20. Priced at about 17, 000 euros 20, 220 after taxes in the netherlands, the suv will be the last thing europe s car makers want to see on the road as they grapple with weak consumer spending, high raw material and fuel costs and relentless price competition

    它採用國際流行的流線型造型,飽滿圓潤美觀大方,整車動力匹配合理,提速快油耗低,三段式架結構及貫通式超大行李箱很好地滿足了途客運的需要,在同類產品中亦屬不可多得的佼佼者。
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