截面宽度的英文

• breadth of section
• cross-sectional width

• "截面"英文翻译    section; cross section; cros ...
• "宽度"英文翻译    width; breadth; duration
• "出口截面宽度" 英文翻译 :    outlet width
• "表面宽度" 英文翻译 :    face width
• "齿顶面宽度" 英文翻译 :    topland width
• "断面宽度" 英文翻译 :    section width
• "工作面宽度" 英文翻译 :    face width
• "后面宽度" 英文翻译 :    back width
• "后锥面宽度" 英文翻译 :    back cone toplane width
• "画面宽度" 英文翻译 :    scale width
• "立面宽度" 英文翻译 :    face measure
• "路面宽度" 英文翻译 :    width of pavement; width of subgrade
• "螺棱面宽度" 英文翻译 :    flight land width
• "磨胎面宽度" 英文翻译 :    buffed tread width
• "刨面宽度" 英文翻译 :    width of planed surface
• "剖面宽度" 英文翻译 :    sectional width
• "桥面宽度" 英文翻译 :    bridge deck width
• "水面宽度" 英文翻译 :    spread of flow
• "水线面宽度" 英文翻译 :    waterline breadth
• "胎面宽度" 英文翻译 :    tread width
• "梯面宽度" 英文翻译 :    tread run; tread width
• "微斜面宽度" 英文翻译 :    joint width
• "掌面宽度" 英文翻译 :    last centerlinelast centerline planene
• "正面宽度" 英文翻译 :    front width
• "支承面宽度" 英文翻译 :    width of contract surface

• On the condition that the width of section is invariable , the height of section is confirmed by structural optimization method . this will change traditional method to optimize the height of section so that design is simplified and cost is lower . this paper presents one optimization design method
  在给定抗滑桩截面宽度的条件下，运用结构优化的方法来确定抗滑桩截面高度，改变传统的确定桩截面尺寸这一迭代计算法，使抗滑桩截面高度取最优值，达到简化设计和降低工程造价之目的。
• The work done in this paper is mainly as follows : ( 1 ) the wide beam should intrude to the wall at some length to make the flexural stress uniform along beam section width , thus make full use of the beam ' s bearing capacity and avoid the shear failure in the concrete joint . and it also prevents stress focus and concrete crack in the local shear wall
  关于宽梁与薄墙肢节点，可以得出以下几点初步结论：宽梁应该深入墙肢一定的深度，以使宽梁截面的弯曲应力沿着梁截面宽度分布均匀，充分发挥宽梁的抗弯能力，同时避免节点区混凝土的剪切失效，也避免剪力墙的局部因为受到的应力过大而拉裂。
• Here the hsc of sompa is achieved through adding super - effective water reducer , fined slag and silicon fume , and decreasing the water / cement ratio . by varying the area ( spacing ) of tension bars , compressive bars , vertical links and distribution steel and embedding steel fiber and polypropylene fiber we try to improve the behaviors of reinforced high performance concrete one - way spanning slabs in bending , so that its ductility be greater than 5 . with the same arrangement of steel the width of bending member is varied to observe the effect of the width / depth ratio on the ultimate compressive strain of concrete
  通过变化受拉筋含筋率和受压筋、箍筋(钩筋、分布筋)含量，或掺加纤维使之成为钢纤维高强混凝土( sfrhsc )和聚丙烯纤维高强混凝土( pfrhsc ) ，对高强混凝土双筋截面梁、板的受弯性能进行了试验研究，试图改善高强混凝土受弯构件的延性，使其延性比大于5 ；并在相同配筋情况下，通过变化截面宽度，研究了高强混凝土受弯构件的宽高比对压区混凝土极限应变的影响；并对试验构件的裂缝发展情况进行了观测。