arch bar 中文意思是什麼

arch bar 解釋
弓形桿
  • arch : n 1 【建築】弓架結構；拱廊；拱門；弓形門；穹窿，拱洞，拱頂。2 弓形，半圓形。vi 1 【建築】作（成）...
  • bar : BAR ＝ Browning automatic rifle 白朗寧自動步槍。n 巴爾〈南斯拉夫港市〉。n 1 棒，桿，條；棒狀物。2...
  1. 2 ) the structure elements should be laid out symmetrically and uniformly when designing steeve - arch structure, what ' s more, the reasonable selection of section geometric size near the arch foots of first beams is paid attention to and the arrangement difficulties of steel bar due to the big eccentric pressures 2, the analyses of anti - seismic features on transverse direction of the aqueduct l ) the method of adjusting the elements " mass can be harnessed in order to even the layout of seismic loads

    2 ）設計吊桿式拱架支承結構時，各部分構件應當均勻對稱布置。另外，還應注意頭道梁拱腳附近截面的尺寸擬定，克服地震內力造成的大偏心受壓狀態給結構配筋設計增加的困難。 2 、橫槽向抗震性能分析1 ）可利用調整構件質量的方法，使得結構的某些構件的地震荷載分佈均勻一些。
  2. Tossed to fat lips his chalice, drankoff his tiny chalice, sucking the last fat violet syrupy drops. he spellbound eyes went after her gliding head as it went down the bar by mirrors, gilded arch for ginger ale, hock and claret glasses shimmering, a spiky shell, where it concerted, mirrored, bronze with sunnier bronze. yes, bronze from anearby

    當她的頭從酒吧間里那鍍了金字的拱形鏡子旁邊閃過時，他那雙著了迷的眼睛緊緊追隨著她鏡中可以望到的盛著姜麥酒白葡萄酒和紅葡萄酒的玻璃杯，以及一隻又尖又長的海螺閃了過去，褐發女侍和更加明亮的褐發女侍一時交相輝映。
  3. Construction technique of pressure filling concrete to still pipe inner arch of 75m span tie bar arch bridge

    系桿拱橋鋼管拱內混凝土的壓注施工工藝研究
  4. This paper is mainly concerned with the structural characteristics and research process of fiber grating strain sensors, successful applications of strain sensors in the bowstring arch bridge, particularly the tie bar cable replacement

    文中介紹光纖光柵測力傳感器的結構特點和研究過程，及其在系桿拱橋換索施工中的成功應用。
  5. 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。
  6. 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。
  7. Bottom arch bar

    拱板轉向架下拱板
  8. The main structure of caiyuanba yangtze bridge in chongqing, up to date the largest - span tie bar arch bridge, is formed by two side tie bars and one middle tie bar which unite the y - shape rigid framework and arch rid. therefore, tie bars are one of the key components

    重慶菜園壩長江大橋是迄今為止世界上跨度最長的系桿拱橋，該橋的兩根邊系桿和一根中系桿將南北兩岸的y型剛構和中間的拱肋連成一個受力整體，構成該橋的主結構，因此系桿是該橋關鍵受力部位構件之一。
  9. On the base of site monitoring on several multi - arch highway tunnels, this paper introduces some site monitoring methods about the force of reinforcing steel bar, the exterior and interior strain of concrete and the displacement of the wall, which aim at the monitoring of middle wall of multi - arch highway tunnel

    在多座連拱隧道現場監測工作的基礎上，文章主要介紹了主筋軸力量測、混凝土表面應變量測、混凝土內部應變量測，以及位移量測等針對連拱隧道中隔墻的現場監測方法，並結合中隔墻主筋軸力量剛，給出現場監測及分析實例。
  10. 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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