transverse bending 中文意思是什麼

transverse bending 解釋
橫向彎曲
  • transverse : n 橫向，橫截；橫軸；橫骨；橫墻；【解剖學】橫肌 （＝transverse muscle）。adj 橫向的，橫切的，橫斷...
  1. It covers an area of 140, 000 square meters with the structural area of 40, 000 square meters. the first - term investment is more than 200, 000, 000 rmb within 3 product lines, one cooling rolling mill, one refined cooling rolling mill, one extending - bending - straightening machine, 4 annealing furnaces, one set of thick foil scissors, one transverse cutting machine and other necessary equipments

    一期工程投資2億多元，擁有三臺鑄軋生產線，一臺冷軋機，一臺冷精軋機，一臺拉彎矯直機，四臺退火爐，一臺厚箔剪，一臺橫切機及其配套用生產設備，設備配用國外先進的控制系統，能生產各種規格的鋁板帶箔3萬噸。
  2. In this part, it is also found that the equivalent prismatic column, which is obtained based on the equal elastic critical load as the non - prismatic member, is not actually equivalent to the tapered column in inelastic stability, and the latter has higher load carrying capacity. finally, the behavior of tapered beam - column acted by combined axial load and transverse load has been investigated. a bending - thrust interaction curve is established which is similar to the ones for the design of prismatic members

    三是研究了楔形變截面懸臂構件在大端固定，小端同時承受橫向及軸向荷載共同作用下的強度和彎矩平面內的穩定，同時參考等截面構件的設計公式，得到了用大端截面來表示的軸力p與彎矩m的之間的相關關系。
  3. Theoretically the varying contact rolling technology can increase the transverse stiffness of loaded roll gap, heighten the control effect of roll bending, improve the distribution of contact force between backup roll and work roll

    從理論上分析了變接觸軋制技術在提高承載輥縫橫向剛度、增加彎輥力調控功效、改善輥間接觸壓力分佈方面的作用。
  4. Transverse bending test

    橫彎試驗
  5. Welding position : if the configuration collocation of weld is symmetry and the welding sequence is reasonable, the longitudinal contraction and transverse lateral contraction deformation are usually produced, incontrast, the bending deformation is usually produced

    焊接位置：如果焊縫在結構布置對稱，焊接順序合理時，則主要產生縱向收縮和橫向收縮變形，反之，則要發生彎曲變形。
  6. 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

    在用橫向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：剛性橫梁法和鉸接梁（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。
  7. The longitudinal stresses in the tunnel structure calculated by using the model of tamura & okamoto are obviously greater than the stresses in transverse direction obtained by using two dimensional finite element analysis. it is proposed that the axial and bending stresses should not be ignored for the underground structural design

    計算結果表明，由彈簧質量模型算得的地下結構在地震作用下縱向振動和橫向振動產生的縱向和彎曲正應力及剪應力明顯高於由二維平面有限元算得的橫向平面內產生的正應力和剪應力，由此可見軸向應力和彎曲應力是地下結構抗震設計中不容忽視的因素。
  8. Local buckling capacity of steel composite beam subjected to combined bending, shear and patch loading is one of key problem in steel structures design. the computational formula for local stability of web was based on the assumption of infinite - elastic perfect plates in the steel structures design code ( gbj17 - 88 ). but in the revised code ( gb50017 - 2003 ), this formula was made big change with reference to british code ( bs5950, partl ) and australian code ( as4100 ), the related research result of our country was included as well. in the modified formula, influence of early geometric imperfection and elastic - plastic buckling stage were considered, which is compatible with both actual circumstance of engineering and the strength formula of beams under bending stresses ( considering partial plasticity of the section ). in this paper, the preceding problem is deeply analyzed and studied, considering the effects of various geometric parameters and stress combinations on buckling critical stress of web, the revised local buckling correlative formula for transverse and longituded stiffened web panels under combined stresses is analyzed and verified by finite element method

    組合鋼梁腹板在彎、剪及局壓復合應力作用下的局部屈曲承載能力是鋼結構設計中需考慮的問題，新的《鋼結構設計規范》 （ gb50017 ? 2003 ）對此部分內容作了較大改動，原規范中關于腹板局部穩定的計算公式是基於無限彈性的完善板假定；新的規范則參考了英國規范（ bs5950 part1 ）及澳大利亞規范（ as4100 ）並結合我國相關研究成果，考慮了屈曲進入彈塑性階段以及初始幾何缺陷的影響。這不僅與工程實際情況相符，而且也與鋼梁在彎曲應力作用下允許截面部分進入塑性的計算公式相協調。
  9. To ensure the integrity of the girder and resist transverse bending due to dead load and service load, powerful transverse prestressing tendons were disposed in the diaphragms

    為加強主梁受力的整體性，抵抗靜載和動載產生的橫向彎矩，橫梁結構內設置了橫向預應力鋼束。
  10. For the brittle ceramic materials, flexural strengths are determined by the stress at fracture in transverse bending tests

    對脆性陶瓷材料來說，抗彎強度即為橫向彎曲試驗中樣品斷裂時的應力。
  11. A general solution of partial differential equation for transverse displacement function of anisotropic rectangular plates in bending was established in this paper

    摘要建立了各向異性矩形板彎曲的橫向位移函數偏微分方程的一般解。
  12. The method of dynamic gain equalization based on the temperature and bending characteristics of the novel lpfg was demonstrated. another method based on the temperature and transverse load characteristics was also demonstrated. the resonant amplitude and wavelength of the lpfg were adjusted by applying bend or transverse load and temperature to the lpfg, respectively

    Ii .利用新型長周期光纖光柵進行了edfa的動態增益均衡，根據新型長周期光纖光柵的可調諧性，提出了一種基於新型長周期光纖光柵的溫度及彎曲特性的動態增益均衡器，並介紹了另外一種基於溫度及橫向壓力特性的動態增益均衡器。
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