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圆弧法的英文

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"圆弧法"怎么读用"圆弧法"造句

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  • cyclographic method

例句与用法

  • Due to the characteristics of slumping , the swedish slipicircle method is satisfied to engineering . applied for the methods , a practical engineering works was analysized
    对于计算方法的选择,由于软土地基的滑动特点,认为瑞典圆弧法能满足工程的需要。
  • In order to get along well with the popular used stability methods , this paper look the failure face as parabolic line , to set a limiting equilibrium equation , as a base for reliability calculation
    在稳定性分析时,为了与现有的稳定分析体系保持一致,本文参考圆弧法的基本原理,将滑面假设为抛物线型,建立极限平衡方程,作为可靠度计算的前提。
  • The circle of sliding surface should develop from the end of fracture down , and the weight of soil above the level of the end of fracture could be considered as up load . then the method according with this case is verified
    这种情况下,潜在滑动圆弧应从裂缝底端开始向下延伸,本文按照这一思想提出了适合黄土边坡稳定性评价的计算方法,算例表明该方法较按单一的圆弧法更符合实际。
  • The thesis which applied genetic algorithm combined with sweden arc method to analyze edge slope stabilization has made achievements . comparing former program , it rapids operation rate and makes user interface clearer with vb . 6 . 0
    本文利用遗传算法结合瑞典圆弧法进行边坡稳定分析,取得了较好的效果,与以往的程序相比,提高了运算的速度,用vb6 . 0编程,使用户界面更加清晰,便于应用。
  • Accordring to basic concept and assumes essentially on the basic of sweden method of slices , be living below the maximum equilibrium state , the function expression about stability safety homogeneous slop is deduced , and the slope surface is consist of two lines and an arc , afterwards according to analysis theory of minimal value ruling on the basic of the maximum , genetic algorithm is applied to slove the dangerousest slide situation and radius and corresponding safely factor
    根据瑞典圆弧法的基本概念和基本假定,在极限平衡状态下,推导了两直线段均质斜坡稳定性安全系数函数表达式,然后根据极限分析理论的极小值原理,利用遗传算法,求出了边坡稳定性安全系数极小值,并得到最危险滑动面的滑弧半径和滑弧中心坐标。
  • Third , it puts forward the logarithmic spiral failure surface bishop steep reinforced slope limit equilibrium stability analysis method . this method is used to calculate the engineering living example and compared with the calculations of the engineering living example and compared with the calculations of the swedish circle method and proved applicable
    第三,本文针对加筋陡坡潜在破裂面矢径随路堤深度而增加的特点,提出用对数螺旋线作滑动面的毕肖普法进行稳定分析,编制了稳定分析程序,并对工程实例进行了分析计算,将计算结果与瑞典圆弧法分析进行比较。
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