橋支承 的英文怎麼說

中文拼音 [qiáozhīchéng]
橋支承 英文
bridge bearing
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 承 : Ⅰ動詞1 （托著; 接著） bear; hold; carry 2 （承擔） undertake; contract （to do a job） 3 （客套話...
  1. Parallel wire strands supported the precast deck every 27ft.

    使用平行鋼絲索來支承預制拼裝的橋面結構，鋼索間距為27英尺。
  2. As a brand new supporting structure, the steeve - arch was firstly used in the design of tangyu aqueduct ( also used as a bridge ) lies on the eastern main ditch of shitou river, shaanxi province

    吊桿式拱架作為一種新型拱式支承結構在陜西省石頭河東乾渠湯峪渡槽（橋渡結合工程）設計中首創應用。
  3. The affection of continuous bridge deck and elastic support to inner force of suspender is ignored

    該設計忽略了橋面連續及彈性支承對吊索（桿）內力的影響。
  4. When analyzing skew support continuous curved box girder bridge, curved grid girder analyzing method considering warping effect is applied. matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing. in order to convert original rigidity equations to structural rigidi ty equations that can be solved, bearing nodal displacement matrix can be introduced, then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings, unit rigidity matrix and unit nodal forces can be gained. structural rigidity matrix can be composed according to matrix displacement method, so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved

    分析斜支承連續曲線箱梁橋時，採用考慮翹曲作用的曲線格子梁分析方法，應用矩陣位移法對具有約束支承形式的斜支承連續曲線薄壁箱梁橋進行分析，考慮到支座的約束條件並不與梁端彎曲角位移和扭轉角位移的方向一致，引入支座節點坐標矩陣，使得梁端的位移未知量與斜支座約束方向一致，來計算單元剛度矩陣和單元節點力，然後按照矩陣位移法組集總剛並建立結構剛度方程，根據結構剛度方程即可求解未知的節點位移及桿端力，推導出任意截面處的內力計算公式。
  5. Generally, the skew bridge ' s calculation theories can be divided into three types : the category 1 is the plank theories method, such as the finite difference method, the finite element method and the finite strip method, etc ; the category 2 is the beam theories, such as the grid beam theories, the general grid theories, the rigid cross - beam method, the elastically - supported continuous beam method and the bar system analytical method, etc ; the category 3 is the practical method, such as the g - m revising method, the grid - beam simple method and ghali form coefficient method, etc

    目前關于斜梁橋的計算理論和方法概括起來，大致可以分為三類：第一類為板理論方法，如有限差分法、變分法、有限單元法、有限條法等；第二類為梁理論法，如格構梁理論、一般格構理論、剛性橫梁法、彈性支承連續法、桿件結構的分析方法；第三類為實用計演算法，荷載橫向分佈的計算方法如g ? m修正法、格構梁的簡易法、 ghali表格系數法等。
  6. The bridge was supported by heavy iron chains hanging from two towers

    這座橋是由系在兩座橋塔上的粗大鐵鏈支承的。
  7. One difficulty in every building for heavy industry is the arrangement of the supports for an overhead crane.

    重工業的所有廠房均存在一個困難問題，即如何布置橋式吊車的支承結構。
  8. All of the researches are carried out on the background of a spatial continuous beam - arch composite bridges, and the relative loading experimental results are compared with the calculated values. it indicates that the theory of elastically supported continuous beam method load lateral distribution is a kind of simple convenience and safe practical engineering calculation method. 2 ) the suspender force and correlated modality is analyzed with the use of general calculation program ansys. during testing suspender force, the influence of the rigidity of suspender must be considered

    在此基礎上，以一座實際的預應力混凝土連續梁拱組合體系橋梁為工程背景，採用一般的試驗研究方法對該橋進行了荷載試驗研究，並將有關的荷載試驗結果與理論計算值作了比較，結果表明：所提出的彈性支承連續梁法計算值，與空間有限元分析理論值及荷載試驗測試值基本吻合。
  9. The simplified method of load lateral distribution of curved beam bridge with non - radial bearings

    非徑向支承彎梁橋荷載橫向分佈的簡化計算
  10. This paper introduces the typical problems which appear on the cable installment, anchor installment, supporting and slide device and foundation of landscape saspension bridge

    摘要介紹索橋的纜索裝置、錨固裝置、支承和滑動裝置、基礎等部位出現的典型問題。
  11. With a maximum height of 26 metres, the hk $ 2. 1 billion viaduct requires a total of 748 piles, one of which goes as deep as 80 metres underground and is possibly one of the longest piles in the world

    西鐵高架橋工程耗資二十一億元，橋身最高達二十六米，整條高架橋以七百四十八支樁柱支承，最深的樁柱深入地底八十米，相信是全世界最深的樁柱之一。
  12. Except from the above achievements, the paper adopts two kinds of computational methods to analysis and compare, one is the spatial fem, the other is the cross direction supporting frame method. the results are present which the spatial fem can relatively accurately reflect stress of the practical structure, and which in spite of being convenient, the cross direction supporting frame method can lead to error while determining dimension of the cross bending str ess

    另外，還針對該橋箱室較寬的特點，分別採用空間有限元模型和橫向支承框架法兩種計算方法對橫向彎曲問題進行了分析研究。結果表明：空間有限元模型能夠較準確地反映出實際結構截面的受力特點，計算所得的結果基本符合實際情況。
  13. Based on the analysis and comparison of influences of various intermediate support bearing types on the internal forces of the curved girder bridges, the applicable conditions of the different hearing types for design of the curved girder bridges with fairly narrow decks and sharp radii have been obtained

    摘要通過中支點不同的支承形式對曲線梁橋內力影響的分析和比較，得出不同的支承形式在較窄和曲線半徑較小曲線梁橋設計中的適用條件。
  14. Steel, concrete and composite bridges - bridge bearings - specification for materials, manufacture and installation of bridge bearings

    鋼混凝土及混合結構橋.第9部分:橋支承架.第2節:橋支承架的材料加工和安裝規范
  15. Grillage girder is always used for analysis the structures, such as dense ribbed slab, superstructure of bridge and grid - mat foundation. in this paper, a mechanical model for grillage girder by elastic supporting is proposed, and used for analysis the track structure for the first

    交叉梁系一般用於求解密肋式屋面板、橋樑上部結構和格式基礎等結構，本文提出一種彈性支承交叉梁系模型，並首次用其求解軌道結構。
  16. In this paper, the three level fortification criterion, two stage design method and the elastic response spectrum theory are adopted, and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate. through gathering, analyzing and calculating a lot of bridge design materials, this paper induces a simple way to calculate the relative displacement of the beam and the pier, and then according to the current design method, it concludes a better design principle of the supporting length of the beams. at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges

    本論文採用三水準設防、兩階段設計方法、彈性反應譜計算理論，運用橋梁結構非線性地震響應分析程序nba （ theprogramofnonlinear ? aseismicanalysisforbeambridge ）進行計算；通過收集大量的實橋設計資料，經分析計算，歸納總結出計算上下部結構相對位移的簡便計算方法；並綜合國內外的經驗值，提出梁的支承長度se的設計原則；同時運用動力學突加荷載的原理，推導分析了預應力鋼絞線式（鋼棒連接式）落梁防止裝置設計承載力的計算方法和設計伸長量s _ f的取值；最後本文通過實橋計算，說明了落梁防止系統設計的方法。
  17. This bridge could hold 14 bottles of water, but violate the rule of game. the group still won the game after a penalty of 30 % - discount of the result

    這道紙橋可承載蒸餾水十四支，成績最好，可惜椅子距離不合規格，結果被扣七折，仍然獲勝。
  18. The energy due to the beam ' s falling is overwhelming. this impact will do great harm to the sub structure. the beam ' s falling, mainly because the displacement of the pier ' s top supporting the beam makes the span become greater, or the pier ' s displacement brings the beam change its position, which makes it come away from the pier ' s top

    對于簡支梁橋，當地震作用發生時，落梁是一種主要的破壞形式，落梁的能量具有壓倒性優勢，沖擊會給下部結構帶來極大的影響，而墜落的原因，多數由於支承梁的兩橋墩的墩頂位移而使跨度變大，或是因為橋臺位移帶動梁使梁錯位，造成梁在墩頂處脫開。
  19. According to calculating equations of skew support continuous curved girder bridge that deduced in this paper, compiles a program and gives a case to validate its feasibility and veracity

    根據推導得到的斜支承曲線梁橋計算公式，編製程序並舉例驗證其可行性和準確性。
  20. This paper analyzes skew support continuous curved t girder bridge and skew support continuous curved box girder bridge that largely applied in practical engineers, adopting statically indeterminate simple - supported curved beam as basic structure

    論文以超靜定簡支曲線梁作為基本體系，對在實際工程中廣泛應用的斜支承連續曲線t梁橋和斜支承連續曲線箱梁橋進行分析。
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