橫門框 的英文怎麼說

中文拼音 [héngménkuàng]
橫門框 英文
door horizontal member
  • : 橫形容詞1. (蠻橫; 兇暴) harsh and unreasonable; perverse 2. (不吉利的; 意外的) unexpected
  • : Ⅰ名詞1 (房屋、車船等的出入口 ) entrance; exit; door; gate 2 (形狀或作用像門的東西) switch; va...
  • : 框名詞(框架; 框子) frame; case
  • 門框 : door case; doorframe
  1. The portal frames are joined at the top by a cross member.

    架頂部使用一個撐相連。
  2. According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability, and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution, we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given

    根據平面剛架穩定性能量法特徵值方程(通式) ,考慮弧形鋼閘架柱的柱端約束的特殊情況,求出撓曲線函數(試解函數)通解,得到弧形鋼閘架柱穩定性計算長度系數方程。其中弧架主梁式形架的臨界荷載比較現行規范推薦的有限元法簡單方便、結果精確及物理概念明確等優點。
  3. Injun joe s bowie - knife lay close by, its blade broken in two. the great foundation - beam of the door had been chipped and hacked through, with tedious labor ; useless labor, too, it was, for the native rock formed a sill outside it, and upon that stubborn material the knife had wrought no effect ; the only damage done was to the knife itself

    他死前拚命用刀砍過那下面的大木,鑿穿了個缺口,可是這沒有用,外面的石頭天然地形成了一個,用刀砍這樣堅固的,簡直是雞蛋碰石頭,根本不起作用,相反刀倒被砍得不成形了。
  4. Because of its many advantages, the tapered portal frame is getting more and more application. ( ( technology code of light steel structure of portal frame ) ) ( cecs 102 : 2002 ), our country enacted, does n ' t define conditions that tapered portal frame needs anti - earthquak - e design. but mentions in illustration of rules : when earthquake fortification intensity is 7 degree, the portal frame does n ' t need anti - earthquake checking generally ; but for 8 degree and above, horizontal just with lengthways frames both need anti - earthquake checking

    楔形變截面式剛架山于其諸多的優點得到越來越廣泛的應用,我國頒布的協會標準《式剛架輕型房屋鋼結構技術規程》 ( cecs102 2002 )中沒有對變截面式剛架需要進行抗震設計的情況進行具體規定,但在後面的條文說明中提到: 「當抗震設防烈度為7度時,一般不需做抗震驗算;當為8度及以上時,向剛架和縱向架均需做抗震驗算。 」
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