肋骨結核 的英文怎麼說

中文拼音 [lèijiē]
肋骨結核 英文
tuberculosis of ribs
  • : 肋構詞成分。
  • : 骨名詞1 (骨頭) bone2 (物體內部的支架) framework; skeleton 3 (品質; 氣概) character; spirit ...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : 核構詞成分。
  • 肋骨 : rib; costa (pl. costae)肋骨切除術 costectomy; costatectomy
  • 結核 : 1. [醫學] tuberculosis; consumption; phthisis; noddle 2. [地質學] concretion3. [礦物學] nodule
  1. In the end of this thesis, basis on the structure dimension of a specifically submarine, some solutions for strengthening structure are discussed, such as increasing the thickness of shell, reducing the spacing of frames, increasing the bending inertial moments of frame and setting the intermediate stiffer, when the extreme diving depth becomes 450m or 600m. comparing these structure weights, the excellent solution is the lightest structure

    本文最後以某潛艇指揮艙的構形式作為計算實例,對下潛深度分別增加到450米和600米的情況,選擇增加殼板厚度、縮小間距、增加尺寸以及加設中間支等加強方案,經分析確定其中構重量最輕的方案為最佳設計方案。
  2. The operation contained resecting the back rib covering the cavity, separating the intercostal tissue, cutting the external wall of the cavity, cleaning the cavity thoroughly, scraping the cavity till exposing the fresh tissue, killing the tuberculosis germs with organic acid, filling the cavity with the intercostal muscle, fixing and suturing the muscles

    切除覆蓋在空洞外側的後段,游離相應部位的帶蒂間組織,剪除空洞外側壁,徹底清除空洞內容物,刮出新鮮創面,有機酸殺滅可能殘留的分支桿菌,將準備好的間肌瓣填充于空洞殘腔內,縫合固定。
  3. Based on experimental research and theoretical analysis, investigations on the new type of joint are made systematically, the main contents and results include the following items. 1 four specimens of new joints between cfrt columns and steel beams are designed. by low - cyclic reversed load test, skeleton curves of new joints and shearing deformation in joint core area are studied, the influence of parameters, such as concrete cores, length of stiffener, and relative dimensions of column and beam, is discussed

    本文在分析現有節點方案特點的基礎上,提出了角鋼加勁式節點方案,並採用試驗和理論分析相合的方法,對這種新型節點進行了系統研究,主要研究內容與成果如下: (一)設計了4個新型方鋼管混凝土柱?鋼梁節點的試件,通過對新型節點的低周反復荷載試驗,研究了新型節點的架曲線和節點心區剪切變形等,探討了內填混凝土、加勁長度和樑柱相對尺寸等對節點抗震性能影響。
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