橫向穩定桿 的英文怎麼說

中文拼音 [héngxiàngwěndìnggǎn]
橫向穩定桿 英文
qs
  • 橫 : 橫形容詞1. （蠻橫; 兇暴） harsh and unreasonable; perverse 2. （不吉利的; 意外的） unexpected
  • 穩 : 形容詞1 （穩定; 穩當） steady; stable; firm 2 （穩重） steady; staid; sedate 3 （穩妥） sure; rel...
  • 定 : Ⅰ形容詞1 （平靜; 穩定） calm; stable 2 （已經確定的; 不改變的） fixed; settled; established Ⅱ動詞...
  • 桿 : 桿名詞（桿子） pole; staff
  • 橫向 : broadwise; infeed; crossrange; abeam;transverse; transverse direction; cross; crosswise; lateral;...
  • 穩定 : 1 （使穩定） stabilize; steady 2 （穩固安定） stable; steady 3 （物質的性能不易改變的作用） stabi...
  1. Destabilization style of an arcuated built - up system bridge, influence of nonconservative force of hanger rods, comparative between stress value in construction stage and stress value in finished bridge stage, stability coefficients in bridge code, these are discussed deep

    著重對失穩類型、橫撐在穩定中所起的作用、吊桿非保向力的作用以及施工階段的應力和成橋階段應力的比較、規范中穩定安全系數的規定進行探討。
  2. On the basis, the effect of different factors such as the sloping angle of arch ribs, the stiffness of bridge deck system, the effect of non - orientedly conservative loadings of the hanger and tie bar etc is discussed

    此外，採用線彈性方法，就拱的吊桿的非保向力效應、橋面系的剛度、橫撐布置形式、拱肋側傾角等因素對該橋整體穩定性的影響展開探討與研究。
  3. The software ansys6. 0 is used to analysis the stability of the state after construction of tongwamen bridge, linear method is used in analyzing the finite element model of the bridge, the coeffient of stability of different state after construction is given. on the basis, the effect of different factors such as the arrangement of lateral brace, the sloping angle of arch ribs, the stiffness of bridge deck system, the effect of non - orientedly conservative loadings of the hanger and tie bar etc is discussed. the different coefficients of stability of changing these factors are given, so the factors that are vital to the lateral stability of x - type arches are found, and the rationality of the methods taken to enhance the lateral stability of tongwamen bridge is evaluated

    本文應用有限元分析商業軟體ansys6 . 0 ，採用線彈性方法，通過對該橋的空間有限元模型進行穩定性分析，得出其成橋運營階段各種工況下的穩定安全系數。在此基礎上，本文還通過有限元模型分析，就拱的矢跨比、吊桿（立柱）的非保向力效應、橋面系的剛度、橫撐布置形式、拱肋側傾角等因素對該橋整體穩定性的影響展開探討與研究。文中給出了各因素變化情況下的穩定安全系數，指出了對鋼管混凝土提籃拱橫向穩定性有顯著影響的因素及其合理變化范圍，並對銅瓦門大橋提高橫向穩定性的措施的經濟合理性進行了分析。
  4. Lateral buckling load of tied - arch bridges with transverse braces

    有橫撐系桿拱橋的側向穩定承載力
  5. Firstly, for the system of moulding board and support frame in construction the side pressure and screws are analyzed. the material and structure form of support frame are discussed. the design of support frame uses the method of limited state, and also it analyses the integer stability, part stability, and single stability, and then proposes the load analysis of multi - level support frame

    首先，針對轉換層梁模體系及支撐架施工，重點分析了轉換層結構現澆混凝土對模板側壓力值及模板對拉螺桿的計算；討論了轉換層支撐體系的形式及構造，詳細論述了基於極限狀態設計的支撐架計算方法，包括縱橫向水平桿的強度驗算、立桿的整體穩定性、局部穩定性、單肢桿件穩定性等驗算，並提出了多層支撐架的施工荷載計算方法。
  6. Lateral buckling analysis of thin - walled members by finite member element method

    橫向荷載作用下薄壁桿件穩定分析的有限桿元法
  7. The influence analysis is achieved for maneuverability and stability of the coach - bus while the angel stiffness of it ' s lateral stable pole or the position of gravity center is changing

    並討論了橫向穩定桿角剛度變化、重心位置變化對大客車操縱穩定性的影響。
  8. In addition, the all - new eucd platform, ford ' s excellent c3p chassis design, front mcpherson / rear multi - link independent suspension, transverse stabilizer bar and front and rear sub - frame provide outstanding comfort to the 3rd generation mondeo

    最新的eucd平臺、卓越的c3p強化底盤設計、前麥弗遜式、后復合連桿式四輪獨立懸掛及橫向穩定平衡桿，使第三代福特蒙迪歐在保持精準駕馭傳統優勢的同時，舒適性在同級車中也出類拔萃，在實際的駕乘體驗中盡顯大氣與豪華。
  9. Firstly, the design methods of main components of double - links independent suspension, including shock absorber " choosing, antiroll bar ' s calculation, torque bar spring ' s design, are presented and movement of double - links independent suspension is analysed. so a software which is used to design and analyse independent suspension is programmed. meanwhile, the experiment to verify the result is made with the equipment of the front wheel alignment

    首先對雙橫臂獨立懸架的各主要組成部件如減振器的選型設計、橫向穩定桿的設計校核、扭桿彈簧設計以及對雙橫臂式和麥弗遜式獨立懸架的運動進行了分析，提出了相應的計算方法，編制了一套具有一定實用價值的前獨立懸架設計分析軟體。
  10. The paper also discusses the influential factors on the maneuverability and stability, such as, lateral stable pole, the position of gravity center, road adhesive coefficient, and so on, which provides the basis for the designing and safe running of the coach - bus

    同時，討論了安裝橫向穩定桿、輪距變化、重心高度變化及道路附著狀況等對大客車高速操穩性的影響，從而為客車的設計、安全運行等提供了寶貴的依據。
  11. Taking the analysis of elasticity as basis, thinking horizontal thick stick ' s stiffness, the bridge floor ' s stiffness and the force not guaranteed of the hanging bar synthetically ect, this paper drives pragmatic analysis method of stability of collapsing on arch bridge with thick stick through principle - energy encamping in value and haves carried out detailed discussion on every parameter

    摘要以彈性分析為基礎，綜合考慮橫撐剛度、橋面剛度、吊桿非保向力等因素，運用能量駐值原理建立了系桿拱橋側傾穩定分析的實用分析方法，並對各參數進行了詳細的討論。
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