橫縫 的英文怎麼說

中文拼音 [héngféng]
橫縫 英文
cro joint
  • 橫 : 橫形容詞1. （蠻橫; 兇暴） harsh and unreasonable; perverse 2. （不吉利的; 意外的） unexpected
  • 縫 : 縫名詞1. （接合處） seam 2. （縫隙） crack; crevice; fissure; slit
  1. In this system, the oil pipe be locally magnetized through the longitudial and circumferential direction, the oil pipe be circumvolved by the electromotor, the detector will has a linear movement on the surface of the pipe, so it can realize the combined testing of horizontal flaw ( cankerous pits and cankerous holes etc. ) and vertical flaw ( pole flaw and crack etc )

    該系統在油管局部實施軸向和周向磁化，油管由電機主軸帶動旋轉，檢測探頭緊貼油管直線運動，從而實現對腐蝕坑、腐蝕孔等橫向缺陷和桿狀損傷、劈縫等縱向缺陷的綜合檢測。
  2. The music of elegia were left in the gaps, crows fllew though the darkness sky, caws decorated the sound

    縫隙里傳來輓歌，烏鴉橫越上空，鴉叫點綴了曲聲。
  3. The dynamic tensile stresses of earthquake may balance or exceed to the precompression stresses due to static watef, this may arouse opening of joints along the normal direction. if the altemate actions of earthquake join, the joints may behave gradual opening and closing

    由於地震作用時的動拉應力將抵消並超過靜載作用下的壓應力，導致橫縫面沿法向張開，加上地震的交變作用，橫縫可能會呈現反復的「漸開漸合」現象。
  4. Cross sea longitudinal seam and horizontal and vertical seam. 2

    1 .橫縫或縱縫及縱橫縫
  5. 8. the influence of cross - joint and process of constructing and storing water by stages on dam structure were studied with the consider of ertan arch dam and some valuable results were obtained

    結合二灘拱壩，研究了壩體橫縫和分期施工分期蓄水過程對拱壩結構工作性態的影響，取得的有參考價值的成果。
  6. Reinforcements across contraction joints of high arch dams to resist strong earthquakes

    強震區高拱壩橫縫配筋抗震措施
  7. The analysis of high arch dam including cross - joint should be considered as a 3d elasto - plastic contact problem

    考慮橫縫的高拱壩結構分析本質上應按三維彈塑性接觸問題進行。
  8. Welding of transverse seam

    橫縫焊接
  9. Horizontal line perforation dropped

    橫縫漏齒
  10. The response of joints opening, dam stress and acceleration under earthquake loads are discussed

    討論了在地震荷載作用下抗震鋼筋對壩體橫縫張開度、壩體應力以及加速度響應的影響。
  11. In order to reduce the equation complexity and adapt to complicaied noniinear ana1ysis of high arch dams with joints, finite element treatments are used with incompressibie water and massless foundation. the added mass of water and added stiffness of foundation are respectively used to substitute the influence of water and foundations. the efficiency in the computations is improved by means of static condensation

    為適應有橫縫高拱壩非線性分析的復雜性，採用不可壓縮水體和無質量地基假定進行有限元處理，以水體附加質量和地基附加剛度近似代替水體和地基的影響，通過靜凝聚提高計算效率。
  12. Study on effects of transverse joints space on thermal stress of jinanqiao rcc gravity dam

    橫縫間距對金安橋碾壓混凝土重力壩溫度應力的影響研究
  13. Arch dams are built by parts, and each of parts has vertical contraction joints spaced regular intervals

    拱壩是分段澆築的、各壩段之間沿拱向設有均勻排列的伸縮橫縫。
  14. The effect of opening and closing of joints will weaken the integral stiffness of arch dams, prolong their vibration periods and remarkably readjusting of stresses

    橫縫張合效應將削弱大壩的整體剛度、延長其振動周期、引起顯著的應力重分配。
  15. The seismic resistance of xiaowan arch dam, where the contraction joints are considered based on substructure theory, is analyzed

    摘要應用動力非線性子結構理論，對設置伸縮橫縫的小灣高拱壩實際工程結構抗震分析中的壩體橫縫加抗震鋼筋問題進行了研究。
  16. Based on the reliability, economy and feasibility of the control measures, a relatively rational reinforced scheme is selected, which can provide valuable suggestions for engineering application

    從控制措施的可靠性、經濟性角度出發，建議選擇相對合理的跨縫鋼筋布置方案，為橫縫配筋措施的初步設計和工程應用提供了有價值的參考。
  17. Fenves " 3 - d joint element modei and its constitutive relations are demonstrated and used to simulate the opening, closing and sliding of joints, and the initial pressure and tensile strength at the interface

    論述了三維fenves縫單元模型及縫單元的本構關系，可用以模擬橫縫的張開、閉合和滑移，並可考慮縫面的初始壓力和抗拉強度。
  18. Because of need of much iteration in each time step while carrying on nonlinear numerical anaiysis, the incremefltal equilibrium formulation and its equivalent iterative equation of the constant average acceleration newnark method are deduced

    鑒于橫縫非線性數值分析需要在每一時間步內迭代多次，推導了newmark常加速度增量平衡方程及其等效迭代格式。
  19. Using the new numerical model for reinforced joint with consideration of the bond and slip between reinforcing bars and surrounding dam concrete, the 3d fem nonlinear analysis for 292m high xiaowan arch dan under design load working conditions of earthquake was conducted, and the effects of different kinds of reinforcement on stress, slip and transverse joint openings were studied

    摘要利用考慮橫縫及跨橫縫鋼筋滑移的拱壩動力非線性模型，對設計地震荷載工況下的小灣拱壩進行了三維動力非線性有限元分析，研究了不同配筋率分佈對跨縫鋼筋的應力、滑移量及其控制橫縫變形的影響。
  20. Nonlinear dynamic analysis of high arch dams is carried out considering the opening of joints and the effect of traveling wave with engineering background of xi luodu arch dam whose height is 278 metel based on the theory of interaction of fluid - solid, the coupled fem equation considering compressible water is deduced

    以高278m的溪落渡拱壩為工程背景，進行了考慮橫縫張開、行波效應等復雜因素的非線性動力分析。基於流固耦合理論，推導了可壓縮水體的耦合有限元方程。
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