竖向变形 meaning in Chinese
vertical deformation
Examples
- 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。