橫向連接 的英文怎麼說

中文拼音 [héngxiàngliánjiē]
橫向連接 英文
cross binding
  • : 橫形容詞1. (蠻橫; 兇暴) harsh and unreasonable; perverse 2. (不吉利的; 意外的) unexpected
  • : Ⅰ動詞1 (連接) link; join; connect 2 (連累) involve (in trouble); implicate 3 [方言] (縫) ...
  • : Ⅰ動詞1 (靠近;接觸) come into contact with; come close to 2 (連接; 使連接) connect; join; put ...
  • 橫向 : broadwise; infeed; crossrange; abeam;transverse; transverse direction; cross; crosswise; lateral;...
  • 連接 : connect; fit together; link; marry; mate; joint; association trail; linkage; concatenate; concate...
  1. At an indefinite height overhead something made the black sky blacker, which had the semblance of a vast architrave uniting the pillars horizontally

    在他的頭頂上,高高的空中還有一件物體,使黑暗的天空變得更加黑暗了,它好像是把兩根石柱按水平方起來的梁。
  2. So - called can link, what to point be : regardless horizontal can ' t exceed from a pattern to another on - line of of the pattern lengthways perhaps two curved, among them, on - line can ' t from didn ' t yet the pattern of the expunction passes by up

    所謂能夠,指的是:無論或者縱,從一個圖案到另一個圖案之間的線不能超過兩個彎,其中,線不能從尚未消去的圖案上經過。
  3. The forces that developed from the deformation in the cross-frame were primarily transmitted from the connection plate into the web by the upper pair of intermittent fillet welds.

    框架中的變形所發生的力最初由板通過較上面的一對間斷貼角縫傳入腹板中。
  4. 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型框架處開裂的兩座結構。
  5. The so - called connected to that is : whether horizontal or vertical, from one to another pictorial motifs connectivity not more than two bends, which connections not yet deleted from the motif through. tip : if it is unable to find, in accordance with the red top f5 button

    所謂能夠,指的是:無論或者縱,從一個圖案到另一個圖案之間的線不能超過兩個彎,其中,線不能從尚未消去的圖案上經過。
  6. Standard specification for storm drain resilient connectors between reinforced concrete storm sewer structures, pipes, and laterals

    加筋混凝土暴雨排水溝設施管道和排水溝間的排水溝回彈性件的標準規范
  7. Standard specification for storm drain resilient connectors between reinforced concrete storm sewer structures, pipes, and laterals metric

    加筋混凝土排暴雨污水結構管道和排水溝間的暴雨排水溝彈性件標準規范
  8. Some conclusions are drawn : 1 ) effect of inertial force from superstructures on the lateral seismic response of single pile can not be ignored ; 2 ) the lateral seismic response of single pile induced by far - field earthquake are mainly affected by acceleration mass of superstructure > site eigenperiod. it increases with the increment of accele ration and mass of superstructure. as the site characteristic frequency approaches the self - oscillation frequency of the pile, sympathetic vibration occurs and the value of lateral seismic response reaches maximum ; 3 ) as the stiffness ratio of pile to soil increase, the relative displacement of pile to soil increases ; 4 ) the lateral seismic response of fixed - head pile is much smaller than that of free - head pile

    將其解析解與具體的的抗震設防烈度和場地特徵周期結合起來,計算分析了成層地基中單樁的地震響應,得到了以下結論: 1 )上部結構慣性力對樁的地震響應的影響不可忽略; 2 )成層地基中的單樁的地震響應主要受地震基本加速度、場地特徵周期、上部結構質量的影響,隨地震基本加速度、上部結構質量的增大而增大;場地特徵頻率越近樁基自振頻率,樁基地震響應越大,等於自振頻率時,由於發生共振現象,樁基響應幅值最大; 3 )樁土剛度比越大,樁土之間的相對位移的幅值越大; 4 )樁頂固方式,可以有效地降低地震時單樁的地震響應。
  9. 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型框架處開裂的兩座結構。
  10. Influence and analysis for the transverse joint and its influencing numeral of t beams bridges

    梁橋的橫向連接與其分佈值的影響與分析
  11. This paper deals with seismic response of a tunnel - soil system immersed tunnel , as an underground structure , must be compatible with the deformation of the surrounding soil thus the simplified model for a tunnel - soil system is established through two steps at the first step , an mdof system is developed for modeling the foundation soil to this end , dynamic behavior of the foundation soil is analyzed a typical section of the foundation soil simplified as a single mass - spring system on the basis of some equivalent criteria those mass are linked longitudinally by elastic springs to form an mdof system at the second step , the tunnel is treated as a beam on elastic foundation ; that is , the tunnel is connected with the soil massed to form a tunnel - soil system this model has been applied to the seismic analysis of huangsha fangcun immersed tunnel across the pearl river in guangzhou design recommendation is proposed on the basis of this analysis

    研究沉管隧道在地震條件下整體受力的分析方法分兩步建立計算模型第一步通過分析場地地基土切片的動力特性,根據等效原則將其化為等效單質點體系,然後在縱用等效彈簧而成為多質點體系的地基土計算模型;第二步將隧道看作彈性地基梁與上述多質點體系通過等效彈簧結而得到土隧道體系的計算模型本文結合廣州黃沙芳村珠江水下隧道工程實例建立了具體的計算模型並對多種不同的約束條件,進行了縱地震響應時程分析,為該隧道的抗震設計提供依據
  12. In allusion to section modality and transverse joint of common span bridges, we choose two kinds of calculating theories in transverse distributing calculate process : the theory of rigidity crossbeam and the theory of hinged girder and slab. making the use of the theory of optimized design, i constitute mathematics model and choose appropriate calculated method. and find the form and detail dimension of section when beams of the bridge satisfy bending moment ^ shearing force and torsional moment

    在用分佈理論計算單梁扭矩過程中,針對現有常用跨徑橋梁的截面形式和橫向連接狀況,選取了兩種計算理論:剛性梁法和鉸梁(板)法,利用結構優化設計原理,建立主梁承載力的數學模型,選擇合適的優化計算方法,得出在滿足彎剪扭承載力要求時主梁的細部尺寸。
  13. It ' s not a vertical structure but a horizontal one

    也就是不是組織樹狀發展每人都是橫向連接
  14. The results show that moderate lateral link stiffness between cars will do no harm to train dynamic curving behavior

    適當的橫向連接剛度對列車的曲線通過性能是無害的。
  15. Increasing the lateral link damping between cars will improve negotiation performance of high - speed train

    研究認為,增大各車之間的橫向連接阻尼系數將有利於提高列車的曲線通過性能。
  16. Our products can also achieve optimal cross - linking within 15 to 20 minutes after application allowing the excess product to be removed shortly thereafter

    在用毛巾將多餘的產品擦掉后,我們的產品可以在15 - 20分鐘內產生橫向連接
  17. In the lumbar region, upper and lower collateral anastomosis of each segmental artery can be obviously found which included 2 ~ 3 segments for each segmental artery

    胸段動脈多見以橫向連接吻合,而腰段除此之外還可見明顯的動脈上下2 ~ 3節段側支吻合。
  18. ( 3 ) the negotiation performance of the vehicle and the train are investigated under rigid and elastic track conditions. the effect of track stiffness, track damping, lateral link stiffness and damping between cars on train ( vehicle ) dynamic curving behavior are described

    探討了軌道剛度和軌道阻尼對列車(車輛)曲線通過性能的影響情況,並研究了列車中各車之間的橫向連接剛度及橫向連接阻尼系數對列車的動態曲線通過性能的影響趨勢。
  19. The effect of track stiffness and track damping on high - speed train hopf bifurcation speed is discussed. the difference of the lateral stability between vehicle and train under the same track conditions is given. during the research course, the effect of bogie suspension parameters, track parameters, lateral link stiffness and lateral link damping between cars on train ( vehicle ) hopf bifurcation speed are also educed

    在研究過程中,既研究了車輛系統懸掛參數對列車(車輛) hopf分叉速度的影響,也研究了軌道參數對列車(車輛)系統hopf分又速度的影響,同時還研究了車間橫向連接剛度導和橫向連接阻尼系數對列車系統運動穩定性的影響。
  20. Come and play this classic strategy game with the computer

    來和電腦玩這個經典的策略游戲吧!在直斜方四小龍!
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