腹側柱 的英文怎麼說

中文拼音 [zhāizhù]
腹側柱 英文
columna ventralis
  • : 名詞1 (軀乾的一部分) abdomen; belly; stomach 2 (鼎、瓶子等器物的中空而凸出處) empty and protr...
  • : 側形容詞[方言] (傾斜; 不正) slant; sloping
  1. Left ofthe spine, fourth lumbar down, the abdominal aorta

    ,第四個腰椎下方,部大動脈處
  2. In the hogging condition, double bottom and the side shell remain the ultimate bucking strength, deck and upperwing tank remain the yield stress, and the other parts keep elasticity. then the key to calculate the ultimate strength of ship hull girders is to ascertain the ultimate bucking strength of the stiffened panels. in this regard, the developed formulation is designed to be more sophisticated than previous simplified theoretical method for calculating the ultimate strength of stiffened panels under combined in - plane bending and lateral pressure. fabricatio n - related initial imperfections ( initial deflections and residual stresses ) are included in the panel ultimate strength calculation as parameters of influence. all possible collapse modes involed in collapse of stiffened panels, including overall buckling collapse, column or beam - column type collapse, tripping of stiffeners and local bukling of stiffened web are considered

    確定了船體梁整體破壞時的剖面應力分佈之後,關鍵在於確定板架的極限屈曲強度。本文充分考慮了在縱向彎曲、橫向壓力作用下加筋板可能發生的幾種破壞模式,即板架的整體屈曲破壞、樑形式的破壞、筋的傾、板的屈曲並同時考慮了初始焊接殘余應力、初撓度的影響,使其更精確的計算加筋板的屈曲強度。對于加筋板中加強筋板的局部屈曲,採用解析法推導出筋的板的撓度方程及其邊界條件,求解相應的方程,從而計算出板的局部屈曲應力。
  3. Based on the analysis of bearing characteristic of the staggered truss system, a simplified calculation model of staggered truss structure under vertical loads or lateral loads is presented. after that, according to the simplified calculation model, iterate method for calculating internal forces of vierendeel staggered truss structure under vertical loads and a method for calculating member forces and lateral deflection of structure is provided. at last, a method for calculating effective - length factor of column is provided by analyzing the effect of restraint of column ends, other columns in same story and neighboring story on effective - length of columns

    通過對交錯桁架結構體系受力特點的分析,確定了在豎向荷載和水平荷載作用下交錯桁架結構體系的簡化計算模型;然後,根據計算模型,提出了豎向荷載作用下空交錯桁架結構的內力迭代計算方法以及水平荷載作用下交錯桁架結構的內力和移計算方法;最後,通過分析端約束、同一樓層其它子以及相鄰樓層子的影響,給出了子計算長度系數的計算方法。
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