竖向变形的英文

• vertical deformation

• "竖"英文翻译    vertical; upright; perpendic ...
• "向"英文翻译    direction
• "变形"英文翻译    be out of shape; become defo ...
• "竖向变态模型" 英文翻译 :    vertically-exaggerated model
• "侧向变形" 英文翻译 :    lateral deflection; lateral deformation
• "单向变形" 英文翻译 :    monotropy
• "低径向变形" 英文翻译 :    lower spring rate
• "反向变形" 英文翻译 :    inverse transform
• "横向变形" 英文翻译 :    fulling strain; lateral deformation; transversal strain; transverse deformation
• "径向变形" 英文翻译 :    radial deformation
• "径向变形值" 英文翻译 :    radial deformation
• "切向变形" 英文翻译 :    tangential deformation
• "周向变形" 英文翻译 :    hoop strain
• "轴向变形" 英文翻译 :    axail deformation; teeter
• "纵向变形" 英文翻译 :    linear deformation; longitudinal deformation; longitudinal strain; longitudinal warping
• "地层竖向变化图" 英文翻译 :    vertical-variability map
• "单向变形性；单向变形现象" 英文翻译 :    monotropism
• "单位纵向变形" 英文翻译 :    unit longitudinal deformation
• "择优取向变形" 英文翻译 :    preferential deformation; preferentialdeformation
• "分子取向变形纤维" 英文翻译 :    textured molecularly oriented fibre
• "轴向变形体理论" 英文翻译 :    axially strained-body theory
• "竖向" 英文翻译 :    hill and dale; hill-and-dale; vertical exit; verticality
• "地基应力和变形三向变形条件下的固结沉降" 英文翻译 :    three-dimensional consolidation settl
• "三向变形条件下的固结沉降" 英文翻译 :    three-dimensional consolidation settl
• "竖向的" 英文翻译 :    vertical

• Influence of the vertical deformation compensation of corewall systems on the characteristics of steel frame - reinforced concrete structures
  钢筋混凝土核心筒体系竖向变形差异补偿对结构性能的影响
• Based on the basic concept and calculating theory suggested newly , the deformation calculating theory related to pure compression state and shear - compression state of isolating bearing is established
  在新提出基本概念和计算理论的基础上，建立了压缩相关的隔震支座纯压缩状态和剪切压缩状态的竖向变形计算理论。
• There are two parts in this paper . the first part studies the deformation behavior of soft soil under embankment by laboratory model test . in the tests , we mainly considered a few factors , such as depth of soft soil , the magnitude and rate of loading , and its slope angle etc , which effected on the deformation of soft - soil foundation
  本文分为两个部分，第一部分是通过室内模型试验对路堤下软土地基的变形特性进行了再认识，在试验中考虑了软土层的厚度、荷载大小和加荷速率以及软土层的倾斜等几个因素对软土地基的侧向变形和竖向变形的影响。
• Considering the characteristics of internal force and structures of simply supported pc bridges , a novel automatically step - up method ( asum ) , taking into account the influence of steel arrangement , steel ratio , stress losses of tendons and time - dependent concrete modulus , to analyze creep and shrinkage effects is presented . this method accepts all kinds of expressions of creep and shrinkage , and it is easy to calculate total stress , strain of concrete and steel and deflection of bridge at any time , the expected prediction accuracy will be obtained by further dividing the time - step within duration
  首先，针对预应力混凝土简支梁桥的受力特征和构造特点，提出了徐变效应分析的全量形式自动递进法，可考虑截面上钢筋位置、配筋率、预应力钢筋松弛、混凝土弹性模量随时间变化等影响，且计算式可适用于任何形式的收缩、徐变特性表达式；建立的公式可方便地求解任意时刻混凝土、钢筋的应力与应变和跨中梁体的竖向变形，计算精度可方便地通过计算时段的细分来控制，直至给出满意的结果。
• Secondly author calculates and analyses normal stress and shear stress of the girder for a assembling post - tensioned concrete skew girder bridge with a span of 40 m due to the actions of the dead load , temperature changes , shrinkage and creep of concrete and live loads , and calculates and analyses normal stress and shear stress of diaphragms due to the actions of the subordinate phase dead load , temperature changes , shrinkage and creep of concrete and live loads
  其次重点对跨径为40m标准设计的装配式后张预应力混凝土斜梁桥在恒载、温度变化、混凝土收缩和徐变、活载作用下主梁的正应力、竖向变形和恒载、活载作用下主梁的剪应力进行计算分析。计算分析横隔板在二期恒载、温度变化、混凝土收缩、活载作用下的正应力、剪应力。
• The main contents are as follows : 1 ) 3 eliminate error criterion method and step wise regression analysis method is used to analyze the errors of observation date . in the stepwise regression analysis , aging , loading and temperature which bulkily affects the dam ' s vertical deformation are selected as the regression factors , then regression equation and curve of each point are worked out
  运用3准则剔除误差法和逐步回归分析法对茅坪坝的观测资料进行误差分析，在逐步回归分析中，选用对坝体竖向变形影响较大的时效、施工加载和温度作为回归因子，求出各测点的回归方程和拟合曲线。
• Finally , we suggest we should observe the horizontal and vertical deformation and water press in soil in construction , in order to avoid the huge accident and ensure the quality of construction . through the practice of binhai road in shenzhen , the studies result was further confirmed
  最后本文提出，在滨海软土路基施工中，对软土地基的水平、竖向变形以及土中孔隙水压力必须进行监控以保证软土路基施工的质量和预防重大事故的发生，并强调以现场原位试验来确定软土工程力学性质，将更符合工程实际。