arch rib中文是什么意思

• 拱肋

• arch    adj. 诡诈的；淘气的。 an arch smile ...
• rib    vt. 〔俚语〕开…的玩笑，戏弄。 n. 〔俚语〕开玩笑 ...
• rib arch    肋拱
• arch rib footing    找肋基础
• brace rib arch    桁助拱
• braced rib arch    桁架式肋拱
• braced-rib arch    肋桁拱; 桁助拱
• protective arch rib    拱架支护
• rib and panel arch    肋拱
• slab-rib arch bridge    板肋拱桥
• solid rib arch    实肋拱; 叙肋拱 ，实腹拱
• solid-rib arch    桁构拱
• tied rib arch    有拉杆的肋拱
• parallel curve rib arch bridge    平行曲线肋拱桥; 平行曲线肋式拱桥
• rib     rib1 n. 1.【解剖学】肋骨；【烹】排骨。 2.(船等的)肋材；(叶)主脉；叶肋。 3.(昆虫的)翅脉；(鸟的)羽翮。 4.【航空】(翼)肋；【建筑】(圆拱的)弯梁，肋拱；(桥的)横梁；伞骨，扇骨；【采】矿壁；【机械工程】力骨；变梁；【装订】书背凸带。 5.〔戏谑语〕心上人，妻子；〔美俚〕姑娘，少女。 6.(布上的)棱线，棱纹，凸条，罗纹，山嘴；(在沙滩上的)浪痕，铁。 false [floating] rib 【解剖学】假肋，游肋，浮肋。 true [sternal] rib 【解剖学】真肋。 cooling ribs 散热片。 ribs of beef 大块牛排。 Poke sb. in the ribs (用肘)碰触某人肋骨一下使注意。 smite under the fifth rib 戳进心脏，戳死。 vt. 1.装肋于；给…装肋材；用肋骨[肋材]包围。 2.起棱；【农业】作垄。 vt. 〔俚语〕开…的玩笑，戏弄。 n. 〔俚语〕开玩笑，戏弄；讽刺[滑稽]诗文。 tickle the ribs 使人大笑。
• rib-    comb. f. 表示“有关核糖的”。
• arch    n. 1.【建筑】弓架结构；拱廊；拱门；弓形门；穹窿，拱洞，拱顶。 2.弓形，半圆形。 a memorial arch 纪念门，牌坊。 a triumphal arch 凯旋门。 arch of the foot 足底弓。 the arch of the heavens 苍穹。 the Court of Arches (坎特伯雷的)宗教裁判上诉院。 vi. 1.【建筑】作(成)拱。 2.成弓形，弓着。 vt. 1.【建筑】把…作成拱形；使弯作弓形。 2.用拱连接，用拱覆盖。 The rainbow arches the heaven. 虹在天上成弓形。 A cat arches its back. 猫弓着背。 adj. 首要的；总的。 the arch villain 流氓头子。 adj. 诡诈的；淘气的。 an arch smile 顽皮的微笑。
• arch-    前缀 首位的，最高的，主要的： archduke, archbishop.
• the arch    董夫人
• a false rib    假肋
• a true rib    真肋
• abdominal rib    腹肋
• absence of rib    缺肋
• accessory rib    副肋

• Finally , a theoretical model of mohong hongshuihe bridge was presented . on the basis of this simple but effective model , the spatial finite element program super sap was used to analyze the plane stress of the whole structure and some key sections , which helped to know the stress distribution of the arch rib more clearly . at the same time , some meaningful results are obtained
  最后本文利用supersap有限元分析程序建立了广西来宾磨东红水河大桥实际结构的大型有限元计算模型，并对模型进行了分析计算，得出了拱肋结构的应力分布情况及应力分布规律，同时也得出了一些有益的结论。
• It is a top load bridge with a clear span of 288m , which is maximum one of the same structural system in asia . the main arch rib uses 8 steel tube of 920mm joined by web members and transverse truss to form a space truss . the soldier piles on the arch are made of bent frame to make the shape both artistic and novel
  梅溪河大桥为一净跨达288米的上承式钢管混凝土拱桥，是目前亚洲同类桥型中跨度最大的桥梁，其主拱肋采用8根920mm的钢管，通过腹杆及平联形成钢管混凝土空间桁架，拱上立柱亦采用钢管混凝土排架，造型新颖美观。
• The system reliability analysis method of arch - bridge is presented based on the failure model of arch rib , which is the most important failure model of arch - bridge . the control sections of arch rib in the analysis of bearing capacity reliability are determined according to the " five - spot coincidence method " , which is often used in arch - bridge design with chinese code
  针对拱式桥结构体系中的主要受力构件?拱肋进行分析，借鉴拱桥设计中的“五点重合法”确定研究截面，进而根据该截面的不利情况确定荷载布置型式。
• The prestressed continuous beam - arch composite bridges are a special structural system where the horizontal thrust of the arch rib is absorbed by a prestressed tie at deck level . in some cases , this type of structure is preferable because it does n ' t have the large thrust at the spring hi traditional arch bridges and the somewhat large bending moment and shear force in traditional beam bridges . as a result , the performances of the prestressing reinforcement can be efficiently utilized
  它利用拱肋承担压力，系梁预应力束抵抗拱端推力，吊杆及纵横桥面系结构承受桥面荷载，既克服了传统拱桥巨大的拱端推力，又改善了连续梁桥较大的弯矩和剪力的受力状况，最大限度地发挥了拱梁混凝土和预应力钢筋各自的特点，经济效益显著。
• Stress analysis on cross - section of traditional dumbbell cfst arch rib which concrete filled into the web space and new dumbbell cfst arch rib which concrete not filled into the web space during the concrete was filled into the inner space are introduced in this paper . analysis expressing the stress in the two connecting points of the web plates and the bottom steel tube of the traditional dumbbell is very large when concrete is filling into the web space , and easily causing some great cracks occurred in the weld sealing , which should causing the engineering field
  对钢管混凝土哑铃形拱肋以及新型哑铃形钢管混凝土拱肋在浇注混凝土时的截面应力分布进行了分析，结果表明传统哑铃形截面(腹腔内填充混凝土)在灌注腹腔混凝土时，钢管与腹板交接处将产生很大的应力，容易引发爆管事故，应引起工程界的注意；新型哑铃形截面(腹腔内不填充混凝土而用工字钢加劲)灌注管内混凝土时，截面的受力情况较好，能避免爆管事故的发生，且能简化施工，降低拱肋的自重。
• This paper introduces the development and present situation of concrete - filled steel tube arch bridge in the world ; generally analysis the mechanism , construction technology , construction equipment of the job practice ; advance the entire scheme of the long - span concrete - filled steel tube arch rib construction ; at last give the analysis the concrete scheme of the concrete - filled arch rib construction . this paper declares the reference value of the study through the above
  本文介绍了国内外大跨度钢管混凝土拱桥主拱肋施工的发展和现状；综合分析了拱桥施工的机理、技术和设备情况；提出了大跨度拱桥主拱肋施工的完整解决方案，最后通过具体桥梁施工方案的设计分析，说明了本项研究成果的现实参考价值。

• arch ribとは意味：アーチ?リブ