過分屈從的 的英文怎麼說

中文拼音 [guòfēnzòngde]
過分屈從的 英文
too ready to obey others lacking independence
  • : 過Ⅰ動詞[口語] (超越) go beyond the limit; undue; excessiveⅡ名詞(姓氏) a surname
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : 4次方是 The fourth power of 2 is direction
  • 過分 : 過分excessive; undue; bellyful; go too far; overdo
  1. A material nonlinear finite element analysis for the cast - in - place reinforced concrete hollow slab that occurs from initial loading, cracking, yielding to failing is carried on. the cracking load, ultimate load, the displacement rules and the principal stress distribution rules of the hollow slab under the vertical loads are obtained. a material nonlinear finite element analysis for the single span hollow flat - plate floor is also carried on

    其次對空心板進行了加荷、開裂、服直至破壞程材料非線性有限元計算,得到了空心板在豎向荷載作用下開裂荷載、極限荷載及位移和應力佈規律;還對單跨無梁樓蓋進行了材料非線性有限元計算,通析主應力場明確了柱上暗扁梁作用;有限元計算結果驗證了以上理論析並得到了一些重要結論,對改進現澆空心板無梁樓蓋構造措施有重要參考價值。
  2. From the point of the behavior of spandrel beam in the course of test, there are four clearly stages based on the three characteristic points : bending cracking of floor beams through the column, diagonal cracking of spandrel beams and / or bending cracking of floor beams above the spandrel beams ( including floor ) and bending yield of floor beams through the column. in the last stage, the torque of spandrel beams seems more like an equilibrium torque than a compatibility torque. the law of

    邊主梁受力看,以柱子次梁彎曲開裂、邊主梁扭剪開裂以及樑上次梁(包括樓板)彎曲開裂和柱子次梁彎曲服為受力特徵點劃為四個受力階段,其中邊主梁在柱子次梁彎曲服后受扭則更多地具有平衡扭轉性質,而在這以前是協調扭轉。
  3. The full range analysis from cracking to crashing of box girder are conducted in detail to ascertain the response for the structure to load, and the parametric study about the shear lag of box girder within the nonlinear stage has been finished and some profitable conclusions have been obtained as well

    利用所開發有限元程序詳細研究了鋼筋混凝土薄壁箱梁開裂、鋼筋服直到破壞這一全程中結構受力及變形特徵,籍以析各個階段結構受力反應和極限承載能力,並且對箱梁剪力滯效應進行了系統參數析。
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