有空心肋的 的英文怎麼說

中文拼音 [yǒukōngxīnlèide]
有空心肋的 英文
hollow-ribbed
  • : 有副詞[書面語] (表示整數之外再加零數): 30 有 5 thirty-five; 10 有 5年 fifteen years
  • : 空Ⅰ形容詞(不包含什麼; 裏面沒有東西或沒有內容; 不切實際的) empty; hollow; void Ⅱ名詞1 (天空) s...
  • : 肋構詞成分。
  • : 4次方是 The fourth power of 2 is direction
  • 空心 : 空心on an empty stomach
  1. From above analysis, it is proved that, because the internal force distribution of cast - in - situ concrete hollow floor is notably different to that of waffle slabs, designed as grillage beams and reinforced by these results, the technical advantage of this structure may not be exerted sufficiently so that leading to the increase of reinforcement

    通過以上分析證實,由於現澆樓蓋梁樓蓋具顯著不同內力分佈規律,現澆板按梁格進行計算並配筋,將不能充分發揮該結構技術優勢,導致配筋量增加。
  2. This paper applies nonlinear finite element program bsnfem to analyze the behaviors of eccentrically braced steel frames under cyclic load. the study that comprehensive and systematic analyze the factor of links length, thickness of links flange, distance of links rib, thickness of links rib and angle of brace to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel frames have been some studied before. this paper fills the black in the filed factor of high - span ratio, brace stiffness and brace - to - beam connections to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel trames and any factor to be changed affect energy - dissipation capacity of y shape eccentrically braced steel frames

    對耗能梁段長度、耗能梁段腹板厚度、耗能梁段翼緣厚度、耗能梁段加勁間距、耗能梁段加勁厚度、支撐夾角等因素改變對d形、 k形偏支撐鋼框架耗能影響,前人已一些研究,本文對這些因素影響進行了全面系統分析,完善了理論分析不足;而結構高跨比、支撐剛度、支撐與梁連接形式等因素對d形、 k形偏支撐鋼框架破壞機理研究以及各種因素對y形偏支撐鋼框架破壞機理影響,則很少人涉及,本文對此也進行了深入系統分析,填補了這一研究白。
  3. As a new variety of steel wire in our country, the mid - strength ( 1270mpa ) spiral - ribs steel wire has many excellences such as high strength, good ductility, credible felting and anchoring capability witn concrete and so on. the pre - stressed concrete slab with this sort of steel wire has good mechanical property. so it is an ideal substitute to the cold - processed wires traditionally adopted in pre - stressed concrete slabs

    中強( 1270mpa )螺旋鋼絲是我國研製開發預應力鋼筋新品種,具強度高、延性好、與混凝土粘結錨固可靠優點,以這種鋼絲為配筋預應力板具良好力學性能,是傳統用於預應力混凝土冷加工鋼絲理想替代品。
  4. Middle strength ( 1370mpa ) spiral ribs steel wires is a new type of high strength and good ductility and anchoring strength rolled steel, which is the ideal steel for the high effective pre - stressed reinforced concrete hollow slab. the slab with it has lower price than the traditional ones as well better mechanical property

    中強( dw1370 )螺旋鋼絲是一種強度高、延性好、錨固性能優良新型材料,是高效預應力理想受力鋼筋,以這種鋼筋為配筋預應力板不僅具較好力學性能,滿足現代建築市場對預應力要求,而且其價格比低於傳統冷加工鋼筋。
  5. So the high effective pre - stressed reinforced concrete hollow slab with medium strength spiral - continuous - ribs steel bar has a good prospect

    因此,以中強螺旋鋼絲為受力筋預應力板具廣闊美好發展前景。
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