girder longitudinal 中文意思是什麼

girder longitudinal 解釋
縱梁
  • girder : n. 【建築】縱梁,大樑,撐柱,撐桿,大型工字梁。 a framed girder構桁。adj. -less
  • longitudinal : adj. 1. 經度的,經線的。2. 縱的,縱向的。adv. -ly
  1. The longitudinal girder forms part of the parapets.

    縱梁成為欄桿的一部分。
  2. In order to considering the affections of the adjacent zone out of the girdler section, the internal - forces of two end surface which were obtained by the horizontal shaft system analysis are exerted on each model respectively. moreover, the weight, cable force and prestressing forces including girder longitudinal, diaphragm transverse and inclined web vertical directions are considered

    考慮到梁段以外附近區域的作用,在其兩端面上施加了由平面桿系結構分析所得的端面內力,另外,索力和預加力(梁縱向、橫隔梁橫向、斜腹板豎向)也施加在相應的位置,分析了箱形主梁在自重、索力和預應力作用下的空間應力效應。
  3. Two structures that experienced cracking in the longitudinal girder web at x-type cross-frame are reviewed in detail hereafter.

    以下將詳細評論在縱梁腹板與X型橫向框架連接處開裂的兩座結構。
  4. The cracks are primarily parallel to the longitudinal direction of the girder and to the nominal bending stresses.

    裂紋基本上平行於主梁縱向,既平行於名義彎曲應力。
  5. Two structures that experienced cracking in the longitudinal girder web at x - type cross - frame are reviewed in detail hereafter

    以下將詳細評論在縱梁腹板與x型橫向框架連接處開裂的兩座結構。
  6. With this understanding, this paper chooses the longitudinal strength of hull girder as the disabled mode, by the calculation of fpso, predicts the ultimate strength and effective lifetime of the hull. expected results of examples are obtained, which provide the analysis data for the further risk assessment

    在此前提下,本文選擇了船體梁縱向強度失效模式,通過fpso實船計算,分析消化了理想單元法程序軟體,預報了船舶極限強度和安全有效壽命期,並用一階二次矩方法對完整受損船體的結構安全性進行了可靠性的評估,取得了預想的結果,為進一步實施綜合安全評估提供了分析數據。
  7. Visual observations showed that a horizontal displacement in the longitudinal direction of the bridge developed between the tie girder and the top flange of the floor beam at the end connection.

    肉眼觀察表明:在端節點處的系梁和橫樑上翼緣之間產生一種沿橋梁縱向的水平位移。
  8. 2. a new design and construction method different from the traditional way was used in jinma bridge. when cantilever the main girder of the cable - stayed structure, the longitudinal pre - stressed reinforcements are not tensioned at once

    2 、金馬大橋在斜拉橋設計和施工中採用一種與傳統斜拉橋設計和施工不同的新方法,即懸臂澆築斜拉橋主梁時採用無縱向預應力筋的做法。
  9. This new erection procedure is compared with the conventional way from the reasonability, convenience and economic aspects. the results obtained from the calculating data state that cantilevering the main girder without tensioning the longitudinal pre - stressed reinforcements is a better way for establishing the cable - stayed bridge

    本文把這種方法與傳統方法在受力合理性、施工方便程度和經濟性方面做了比較分析,並結合整體靜力計算說明懸臂澆築斜拉橋主梁時不張拉縱向預應力筋這一方法的可取之處。
  10. For this purpose, a simple method was proposed to simulate the progressive collapse behavior of a ship ' s hull girder subjected to longitudinal bending. in this method the cross section of hull girder is divided into small elements composed of a stififener and attached plating

    傳統上,船體總縱強度是通過比較許用應力和在名義垂向波浪彎矩作用下甲板或船底上距中和軸最遠點的彈性應力來進行評估的。
  11. Taking " nanhai fenjin " fpso as example, the analyses show that the loading / unloading courses of the fpso have marked effects on the longitudinal strength of hull girder and safety

    通過對15萬噸「南海奮進」號浮式生產儲油船分析表明,該fpso營運過程中裝卸載風險對船體梁縱向強度和安全性具有顯著影響。
  12. However, there is shear lag effect in thin - walled box girder when thin - walled box girder is bent in the longitudinal direction

    然而,箱形薄壁梁在縱向彎曲時,存在剪力滯效應。
  13. In chapter 2, proposes an analytical model to the grillage girder, and then establishes its equations by force method. for the primary structure, the upper longitudinal beam is regarded as the finite length continuous girder by elastic point supporting, and the lower cross girder is regarded as the finite length beam on elastic foundation. a computing program is made by qbasic language

    第二章主要提出了彈性支承交叉梁系模型,用力法建立了結構靜力求解方程,基本結構的處理上,上層縱梁視為有限長點支承連續梁,下層橫梁視為有限長彈性地基梁,用qbasic語言編制了求解程序。
  14. According to the characteristics of the structure and the loading of large rectangle aqueduct with longitudinal beams, we study the static structure calculation methods and compare the practical space method, the girder method and the solid 3 - d fem

    摘要根據大型多縱梁矩形渡槽槽身結構及其受力特點,研究了其結構靜力計算的方法,並對梁格法、三維實體單元有限元法和實用空間分析法進行了對比。
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