縱向軸線 的英文怎麼說

中文拼音 [zōngxiàngzhóuxiàn]
縱向軸線 英文
longitudinal axis
  • : Ⅰ動詞1 (釋放; 放走) release; set free; let go 2 (放任; 不約束) indulge; give oneself up to; l...
  • : 軸Ⅰ名詞1. (圓柱形的零件) axle; shaft 2. (對稱部分的直線) axis 3. (圓柱形的纏繞器物) roller; spool Ⅱ量詞(用於纏在軸上的線以及裝裱帶軸子的字畫)
  • : 名詞1 (用絲、棉、金屬等製成的細長的東西) thread; string; wire 2 [數學] (一個點任意移動所構成的...
  • 縱向 : [造紙] direction; machine direction; endwise; longitudinal direction; vertical; longitudinal縱向...
  • 軸線 : 1 [機械工程] axis; axle; [地質學] axial trace; axial cord; axis shaft line; shaft line 2 [紡織] s...
  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和周磁化,油管由電機主帶動旋轉,檢測探頭緊貼油管直運動,從而實現對腐蝕坑、腐蝕孔等橫缺陷和桿狀損傷、劈縫等缺陷的綜合檢測。
  2. 3. a space bond slip relation of reinforcements in either end of a member is proposed, based on one - dimensional bond slip model of reinforcements proposed by teng zhiniirmg from tsinghua university, the first - time loaded ascending stage ? curve of which model is modified as the line which parameters are not changed so as to simply the computation. the bond, slip is regarded as the boundary nonlinearity of a member

    3 、採用清華大學滕智明建議的一維鋼筋粘結滑移恢復力模型,但從簡化計算的角度出發,將首次加載的上升段曲改為直,並假定構件端部的諸多鋼筋的滑移服從平截面假定,考慮由節點錨固區粘結滑移引起的構件端截面和兩轉角附加變形。
  3. It was shown that the maximum displacement occurred on the tunnel axis when one tunnel was excavated, while the maximum value happened near the shallow tunnel and between the area of two tunnels when two adjacent tunnels were excavated at the same time

    分析結果表明:單條隧道開挖引起的地表最大沉降值出現在隧道的正上方,而兩左右或上下相鄰隧道開挖的地表及土層內部的最大沉降值則出現在兩隧道的之間,且偏上方埋深較淺的隧道。
  4. The mean profiles of reynolds stresses bear prodigious specialty, i. e. the lateral fluctuations at the centerline are inhibjied strongly and the longitudinal ones have the tendency of growing continuously, which is induced by the special symmetrical vorticity field

    雷諾應力分佈有很大的特殊性,即的橫應力被強烈地抑制,而應力卻有不斷變大的趨勢,這是由於特殊的對稱渦量場結構引起的。
  5. Established in 1978 and covering 8, 000square meters of land, the special wireless equipment co., ltd. of jiangyiu city is a specialized manufacturer of special wireless equipment, instruments and meters, automobiles and motorcycles control lines and flexible shafts. the annual value of output of the company exceeds 10 million rmb there are 20 perfessional personnel in the company, including 8 engineers and tech - nicians

    江陰市無電專用設備有限公司(原江陰市無電專用設備廠)創建於1980年,服務于全國走世界的生產無電專用設備、儀器儀表、汽車、摩托車操、軟的專業公司。
  6. The submarine structure is simplified to single or double infinite cylindrical shell stiffened with rings, bulkheads and stringers, focusing on underwater sound radiation from the single shell. the shell motion is described by donnell ' s theory including excitation forces and reactions of rings, bulkheads, stringers and fluid, which leads to the fluid - structure coupling vibration equation. expressing displacements by velocities, applying modal expansion circumferentially and fourier transformation longitudinally result in the shell ' s modal equations of motion

    殼體的運動方程採用較為簡單的donnell理論描述,運動方程中包括了激勵力、加筋結構(環肋、艙壁和骨)和流場對殼體的作用力,從而組成流場-結構的耦合振動方程,並進一步將方程中的位移用速度表示,然後沿進行fourier變換,將速度和各項荷載沿圓周方進行模態展開,得到了殼體振動的模態運動方程。
  7. By analysis the results of in - situ monitoring in the process of pipe jacking, the law of surface deformation perpendicular to pipe axis and along pipe axis, the sub - surface movements perpendicular to the axis of pipe and along the axis of pipe are studied

    通過對頂管工程現場測試數據的分析,研究了頂管施工引起的管道周圍土體的移動規律,包括地面橫截面和截面變形規律、深層土體沿管道和垂直於管壁方移動規律。
  8. According to different transverse difference in temperature and lengthways difference in temperature, the paper gave the method of computing temperature effect including : 1 ) the stress ot1 caused by nonlinear difference in temperature. 2 ) the constrain stress o t2 in undetermined structures by equivalent difference in temperature. 3 ) the constrain stress ot3 caused in undetermined structures by even difference in temperature tm

    針對具有不同性質的橫溫差和溫差,本文分別提出了預應力結構的溫度效應的計算方法,包括: 1 )非性溫差引起的自約束應力_ ( t1 ) ; 2 )等效性溫差引起的超靜定結構的約束太原理工大學碩士學位論文應力民3 )均勻溫差tw引起超靜定結構中的約束應力4 4 )均勻溫差tm引起梁的變形受到柱的側約束,與預應力筋的溫度變形之間的差異引起的預應力的變化。
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