vertical uplift 中文意思是什麼

vertical uplift 解釋
垂直上升
  • vertical : adj 1 垂直的,直立的,豎立的,縱的( opp horizontal )。2 頂上的,頂點的,絕頂的。3 【解剖學】頭...
  • uplift : vt 1 舉起,提起。2 打起(精神),發揚(優良品德),鼓起(干勁)。3 提高(社會地位)。4 【地質學;...
  1. With the uplift of qinghai - xizang plateau and the to - and - fro of the quarternary glaciation and interglaciation, the muscid fauna was distinctly diversified in habitat and vertical zone

    青藏高原的橫空崛起以及第四紀冰期間冰期的循環往復,導致該地區生境千差萬別,使蠅科區系不僅有地域分異,且垂直差異顯著。
  2. The regional deformation anomaly of medium - term phase ( 1 ~ 3 years or more ) before strong earthquake occurrence usually shows three aspects of common characteristics : for regional vertical deformation, it shows distribution features of anomalous uplift area and concentration belt - high gradient belt of vertical differential deformation ( some of them reflect distribution of four quadrants ) related to tectonics ; for horizontal movement, it shows features of centralized high strain area ( or zone ) of domination shear deformation related to active blocks and faults ; it shows common features of regional vertical deformation anomaly area and high strain distribution area of horizontal deformation

    摘要強震前中期階段( 1 ~ 3年或稍長)區域性形變異常往往表現出3個方面的共性特徵:區域垂直運動變形呈現與構造有關的異常隆起區、垂直差異變形高梯度帶(有的還呈「四象限」 )分佈特徵;水準運動變形呈現與活動地塊及斷裂構造有關的、以剪切變形?主的高應變集中區(帶)特徵;區域性垂直形變異常區與水準形變的高應變分佈區共性的特徵。
  3. The elephant foot bulging deformation of rigid walls of liquid - storage tanks under horizontal and vertical seismic ground motions is analyzed by using the finite element model involving fluid sloshing and tank bottom uplift with ansys

    摘要基於ansys軟體建立了考慮液體晃動和罐底提離立式儲液罐有限元模型,分別進行了水平地震和豎向地震作用下罐壁「象足」變形分析。
  4. This paper discusses the basic principle and method of the design of the retaining structure with account into deformation controlling by analyzing the relationship between horizontal displacement, vertical subsidence, and basement uplift, by studying the mechanism of the deformation on retaining structure and the influencing factors. the author also provides a method for predicting the displacement of retaining structures by means of neural network

    本文在總結深基坑工程設計與施工實踐的基礎上,提出了基坑支護設計方案優選方法,以變形控制為主對基坑支護設計方法進行了探討,分析基坑水平位移、垂直沉降與基底隆起的有機聯系,總結分析了影響圍護結構變形的影響因素,闡述了變形控制設計的基本原理與主要內容。
  5. Vertical ultimate uplift resistance of single pile

    單樁抗拔極限承載力
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