豎樁板 的英文怎麼說

中文拼音 [shùzhuāngbǎn]
豎樁板 英文
vertical sheathing
  • : Ⅰ形容詞(跟地面垂直的; 從上到下的) vertical; upright; perpendicular Ⅱ動詞(使物體跟地面垂直) se...
  • : Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  1. The regularities of pile - top reaction distribution, the carrying load ratio between pile and raft, the settlement and the imparity settlement of foundation in the frame - tube structure and the single wall are influenced by some factors such as the stiffness of the superstructure, the intensity of the soil under the piles, the length and radius of the piles, the distance between the piles, the thickness and the suspended width of the raft

    向荷載作用下的空間筒中筒結構、筏基礎和地基進行了三維有限元分析。研究整體結構和單片墻結構在上部結構剛度、端土強度、長、徑、距、筏厚度、筏外挑寬度等影響因素變化時的頂反力分佈規律、筏荷載分擔比、基沉降和差異沉降規律。
  2. It isn t assumed that the raft is a rigid body instead of its flexibility. these new points are completed in the equation of motion of the interaction between pile groups and raft foundations. then, an example shows that the calculating result with assuming infinitely rigid rafts is not precise, that the stiffness of a raft has an effect on the calculating result

    研究承臺與群向動力相互作用,以前通常假設承臺是剛性的,本文首次充分考慮了承臺具有一定的剛度、可以變形;並提出承臺-群動力相互作用模型,然後推得其動力相互作用方程。
  3. And the best scheme among them has been proposed. in the last, with design opt of ansys, assigning roof plate ' s and base plate ' s thickness as design variables, making them meet the constraints of displacement of roof plate and base plate, and assigning the maximum stress of the structure as the goal function, the pile - boots structure has been optimized

    最後利用ansys自帶的優化求解器designopt ,以對靴結構強度和變形影響較大的頂和底厚度為設計變量,在滿足重要部件?頂和底向位移的約束條件下,把結構的最大等效應力設為目標函數,採用一階優化方法,對靴結構進行了優化設計,並得到了最優解。
  4. Pile and raft take the load of buildings together. it possesses good whole, high vertical capacity, small settlement of foundation and well performance of balancing differential settlements. it could bear large wind or seismic induced horizon load, and could have large capacity of resisting inclination

    筏基礎同時具有基礎和筏基礎的優點,一筏共同承擔建築物的荷載,它具有整體性好、向承載力高、基礎沉降小、調節不均勻沉降能力強的優點,同時可以承受風荷載或地震荷載引起的巨大水平力,抗傾覆能力強。
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