受拉的的英文

• tensile
• tensional

• "受"英文翻译    receive; accept
• "拉"英文翻译    cut; slash; slit
• "的"英文翻译    4次方是 The fourth power of 2 i ...
• "根部受拉的弯曲试验" 英文翻译 :    root bend test
• "根部受拉的弯曲试样" 英文翻译 :    root bend specimen
• "拉的" 英文翻译 :    te ile; tensile
• "受拉边" 英文翻译 :    tension side
• "受拉段" 英文翻译 :    tight side
• "受拉梁" 英文翻译 :    tension beam
• "受拉面" 英文翻译 :    tension face
• "受拉木" 英文翻译 :    tension wood
• "受拉区" 英文翻译 :    tensile area; tensile region; tensile zone
• "受拉桩" 英文翻译 :    tension pile
• "急拉的" 英文翻译 :    jerky
• "抗拉的" 英文翻译 :    tensile
• "颗拉的" 英文翻译 :    granulous
• "可拉的" 英文翻译 :    drawable
• "冷拉的" 英文翻译 :    cd cold drawn; cold-drawn; hard drawn; hard-drawn
• "马拉的" 英文翻译 :    horse-drawn
• "软拉的" 英文翻译 :    soft drawn
• "深拉的" 英文翻译 :    deep drawn; deep-drawing; deep-drawn
• "拖拉的" 英文翻译 :    dilatory; draggy
• "硬拉的" 英文翻译 :    bard-drawn; hard drawn; hard-drawn
• "张拉的" 英文翻译 :    tensile
• "整拉的" 英文翻译 :    seamless; solid-drawn

• The results show that distinct " bench " distribution rule takes on for the subsidence and distortion of bench - shape slope surface ; the movement range of bench - shape slope surface is smaller but its distortion is larger than those of flat surface and concentrated distortion occurs at every bench plan ; the surface horizontal distortion of bench - shape slope is still pressed in gob centre and tensioned in both sides of gob ; space - time effect should be taken into account for the stability of bench - shape slope influenced by underground mining
  结果表明：露天煤矿台阶状边坡体的采动沉陷规律表现出很明显的“台阶”分布特点；台阶状边坡地表的移动范围比平地地表要小，但变形却更剧烈，且在各台阶平面处形成变形集中；台阶状边坡地表的水平变形仍然呈现出采空区中间受压，两端受拉的特点；台阶状边坡在地下开采扰动下的稳定性应考虑采空区的时空效应。
• It is determined that with accurate knowledge of the complete stress - strain curve of concrete in compression , steel in tension , and with an iterative computerized non ? linear method , it is possible to predict the entire moment - curvature , moment - flexural rigidity and axial rigidity relation ship of a cross - section of a structure member
  可以确定，只要知道混凝土受压和钢筋受拉的完整的应力应变关系，采用选代的非线性计算方法，就有可能预测结构截面弯矩一曲率、弯矩一弯曲刚度和轴向刚度的关系。
• For the cantilever beam , the theoretical stiffness and limited capacity are slightly less than the test ones if considering only the steel beam and the reinforced bars in the negative moment zone with the concrete in the tension zone ignored
  结果表明：简支组合扁梁，忽略弹性中和轴以下受拉的混凝土的影响，采用等效换算截面方法计算所得的刚度和极限承载力与试验结果比较吻合；悬臂梁只考虑混凝土板中配置的负弯矩钢筋，忽略混凝土，计算所得的刚度和极限承载力比试验结果略微偏小，但相差不大。