橫桁 的英文怎麼說

中文拼音 [hénghéng]
橫桁 英文
cross girder
  • 橫 : 橫形容詞1. （蠻橫; 兇暴） harsh and unreasonable; perverse 2. （不吉利的; 意外的） unexpected
  • 桁 : 桁名詞[建築] （檁） purlin
  1. Quick as thought, i sprang into the mizzen shrouds, rattled up hand over hand, and did not draw a breath till i was seated on the cross - trees

    說時遲，那時快，我一躍身爬上後桅支索的軟梯上，兩手交替著一節一節向上爬，直爬到桅頂橫桁上坐下來，才鬆了一口氣。
  2. The courses and topsails are set.

    下桁大橫帆和中桅帆均已揚起。
  3. Research on reinforcement technique to enhance lateral stiffness of steel truss bridge on existing railway

    既有線鋼桁梁橋橫向剛度加固技術
  4. According to the frndamental and the steps of this method, we cans use the linear regress filter method to make the simulation of the wind load and then we can educe the curve of the time - process wind velocity. after that step, we can get the chart of the dynamic wind load which we can deliver the crosswind into the particle wind load and put them on the corresponding cell nodes. then we can do the analysis of the dynamical wind load through the time - process analysis to get the max value of the displacement

    根據線性回歸濾波器法的基本原理和步驟，藉助相關軟體進行風荷載的人工模擬並得出風速時程曲線，進而轉化為風動力譜，由此將橫風向風力表達成節點風荷載作用於相應的單元節點上，按時程分析法對該空間桁架體系進行風荷載的動力分析，求出結構在進行風動力荷載分析時，結構相應節點對應的最值位移值。
  5. The transverse stiffness limitation index ? the permissible ultimate width / span ratio b / l of the continuous steel truss girder of railway bridge is analyzed in accordance with the analytic theories of random vibration of train ? bridge time - variation system and the required derailment coefficients and comfort of drivers and passengers in train running through the bridge. the limitation index in question may be referred to in the design of the continuous steel truss girders of railway bridges

    基於列車-橋梁時變系統隨機振動分析理論，按照橋上列車脫軌安全系數和司機、旅客舒適度的要求，對鐵路連續鋼桁梁橋橫向剛度限值-橋梁容許極限寬跨比b / l進行了分析，對鐵路連續鋼桁梁橋的設計具有一定的參考作用。
  6. In this paper, a new truss system is designed based on structural systems in use that is used to resist vertical and lateral loads

    筆者在對比借鑒現有結構體系的基礎上構思出一種新型桁架體系，用以作為結構的承重體系和橫向抗側體系。
  7. Furthermore, the dynamic responses of single deck supported by single pillar are also considered as for the fatigue strength analysis, the fatigue life assessment of the junctions of transverse web frame and side shell, and the junction of pillar and transverse web frame are investigated

    在疲勞強度分析中，本文針對汽車運送船甲板下方橫向桁材與側板接合部分發及艙柱與橫向桁材接合部分進行疲勞壽命分析。
  8. 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 ，拱肋為平面桁架形式，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長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。
  9. 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

    萬州長江大橋是目前在建的大跨度鋼桁架拱橋，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。
  10. Based upon the experimental research and nonlinear finite element calculation, and the analysis of joint failure modes, a set of formula was proposed to predict the ultimate bearing capacity of cfrst joints : 1 ) the ultimate bearing capacity of t -, y -, x - compression joints and k - compression branch joints can be predicted according to the failure model of transverse local compression

    基於試驗研究和非線性有限元數值計算，通過對矩形鋼管混凝土桁架節點各種可能破壞模式的分析，提出了矩形鋼管混凝土桁架節點承載力計算的破壞模式和相應計算公式： t 、 y 、 x型受壓節點和k型受壓支管節點承載力按橫向局部承壓破壞模式進行計算。
  11. I clung with both hands till my nails ached, and i shut my eyes as if to cover up the peril

    我用雙手死死抓住橫桁，直弄得指甲疼痛。我閉上眼睛，不敢正視。
  12. Owing to the cant of the vessel, the masts hung far out over the water, and from my perch on the cross - trees i had nothing below me but the surface of the bay

    由於船身的傾斜，桅桿都伸出水面上方很遠。我坐在桅頂橫桁上，下面只有一灣海水。
  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，我怕的是從桅頂橫桁上掉進平靜的碧水中，挨在副水手長的屍體旁。
  14. Yesanhe bridge is a half - through cfst arch bridges, the design of yesanhe 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

    野三河大橋是一座非對稱中承式鋼管混凝土無鉸拱橋，拱肋為平面桁架形式，所以採用了x型拱肋以提高其橫向穩定性。
  15. During the transverse analysis, as the discussion of frame bracing condition that exists in the new vision < code for design of steel structures > gb50017 - 2002 has been lead into the stability analysis of staggered truss system, the concept of strong and weak bracing staggered truss system, and the concrete dividing standard are also given, so that makes the staggered truss stable theory have a good link with the new code, and provide theory guarantee for designers

    橫向分析時將我國新修訂的《鋼結構設計規范》 gb50017 - 2002中，關于框架體系支撐條件的論述引入到錯列桁架的穩定分析中，提出了強支撐錯列桁架體系和弱支撐錯列桁架體系的概念以及具體的劃分標準，使得錯列桁架的穩定分析可以與新規范很好的對接，為設計人員的使用提供了理論保障。
  16. Based on the test results, the simplified model of transverse local compression to calculate the strength of cfrst joints under compression load was built up

    根據試驗結果，建立了適用於矩形鋼管混凝土桁架受壓節點承載力計算的矩形鋼管混凝土橫向局部承壓強度計算的簡化模型。
  17. On the base of the link ways of each member joint, the dissertation also puts forth a method to simplify the crossbeam bracing structure into spatial truss ， spatial stiff frame and spatial combined structure

    橫梁支撐體系根據各桿件結點的連接方式，多簡化為空間桁架、空間剛架或空間組合結構。
  18. 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桁架體系橫向和縱向柱子計算長度系數的計算方法和實用計算公式。
  19. The optimal model of truss structure is established, in which the cross sectional areas of bar are taken as design variables, the structure weight is taken as objective function. in the process, the reliability of structural displacement and bar stress and the fundamental frequency are taken as constraint functions. from the engineering practice, all the reliability constraints, which are implicit generally with the design variables, are equalized and transferred to the conventional explicit constraints

    本文將主要考慮桁架結構的優化問題，首先建立數學模型，即以桁架的橫截面積為設計變量、以重量最小為優化目標，位移、應力等可靠性及基頻為約束條件；最後，從工程實際出發，對結構系統的可靠性隱形約束進行等價顯化處理，使之轉化為常規的橫截面積優化問題。
  20. Under the condition of unchanged topology configuration of the truss, the extremum existence of the natural frequency is demonstrated. it will orientate the optimization of structural cross - sections and the topology optimum with frequency constraints toward a further search measure. 4

    證明了在保持結構拓撲基本不變的情況下，桁架結構優化頻率的極值存在，為具有頻率約束的結構的橫截面積優化以及進一步的拓撲優化提供了優化指向； 4
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