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反弯的英文

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"反弯"怎么读用"反弯"造句

英文翻译手机手机版

  • contraflexure
  • recurvation
  • recurve

例句与用法

  • Numerical analysis for hydraulic characteristics of marine propeller under reverse bent and twist
    船舶反弯扭螺旋桨水力特性的数值模拟与分析
  • A negative bowed blade increases the flow separation and the flow performance is reduced remarkably
    反弯则使得叶栅内分离趋势增加,气动性能明显降低。
  • The expressions of distributed bars of several normal cases in the practical engineering are presented based on the equalization of the slope of prestressed bars at the end of each curve at inflection point
    以预应力筋在反弯点处每段曲线端点的斜率相等为基础,提出了实际工程中常用的几种情况的布筋表达式。
  • However , for small span - to - depth ratio coupling beams are counter flexural deep beams restrained at their two ends and points of contraflexure at the center of the span , the rules of their carrying forces and deformation are not like common deep beams
    但是,小跨高比连梁属于两端被约束,反弯点在跨中的反对称弯曲深梁,其受力和变形规律不同于一般深梁。
  • Abstract : this paper uses the topology theory to analyze the surface flow spectrums of straight , positively curved and negatively curved cascades with relative tip clearances of 0 . 023 and 0 . 036 , finds apparent differences of topology and vortex structures in the blade tip and the suction side wall corner of single type of cascade with this two clearances , and studies the mechanism of the difference formation as well as their effects on the energy loss
    文摘:应用拓扑原理分析了叶顶相对间隙为0 . 023和0 . 036的涡轮直叶栅和正、反弯叶栅的壁面流谱,发现在两种间隙下同类叶栅的拓扑与旋涡结构在叶顶和吸力面壁角明显不同,探讨了差别形成的机理及其对能量损失的影响
  • The rigid ring strengthened stories may be set along the frame . so the relations between the tube and frame will be stronger . the overturn moment of the inner tube will be reduced by the axial stiff of circumjacent frame column , and the horizontal stiffness of the whole building will be enhanced
    在核心筒与外围框架之间设置刚度较大的水平伸臂构件或必要时沿外围框架设置刚度较大的周边环带加强层,可以加强内芯与周边框架柱的联系,充分利用周边框架柱的轴向刚度而形成的反弯矩来减少内筒体的倾覆力矩,从而达到减少结构在水平和在以增强整个结构的抗侧力刚度。
  • In these examples , the results indicate that moments of every floor are very close , and each story obviously has an inflection point except ground floor in ordinary frame under the concentrated load . the moments get larger from top floor to ground floor , and the columns of ground floor and side columns of the stories close to the top floor do not have inflection point in ordinary frame under the trigonometry load or uniform load
    结果表明,无转换层时,顶点集中荷载下,各楼层的弯矩非常接近,除底层外,每层都有明显的反弯点;而在倒三角荷载或均布荷载下,各楼层弯矩由上至下逐渐变大,接近顶端几层的外柱和最底层柱均没有出现反弯点。
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