稳定性安全系数的英文

• safety factor of stability

• "安全系数"英文翻译    coefficient of safety
• "稳定性安全岛" 英文翻译 :    island of stability
• "预防性安全系数" 英文翻译 :    coefficient of preventative maintenance
• "边坡稳定安全系数" 英文翻译 :    safety factor of slope
• "分析边坡稳定安全系数" 英文翻译 :    safety factor of slope
• "安全系数" 英文翻译 :    a urance coefficient; assurance coefficient; assurance factor; coefficient of resistance; coefficient of safety; coefficientofsafety; damage coefficient; degree of safety; facter of safety; factor of a urance; factor of assurance; factor of ignorance; factor safety; fos factor of safety; fs factor of safety; margin of safety; ms; safe coefficient; safety coefficiency; safety coefficient; safety factor; factor of safety; safety margin; safetyfactor; safty factor; security factor; sf safe factor
• "安全系数法" 英文翻译 :    safety factor method
• "总安全系数" 英文翻译 :    gross factor of safety; overall safety factor
• "土坡稳定分析边坡稳定安全系数" 英文翻译 :    safety factor of slope
• "安全系数过大" 英文翻译 :    oversize
• "部分安全系数" 英文翻译 :    partial safety factors
• "材料安全系数" 英文翻译 :    material factor
• "返回安全系数" 英文翻译 :    safety factor for dropout
• "分部安全系数" 英文翻译 :    partial safety factor
• "附加安全系数" 英文翻译 :    additional safety factor
• "工作安全系数" 英文翻译 :    operating safety factor; peformance margin; performance margin
• "焊缝安全系数" 英文翻译 :    longitudinal joint safety factor
• "极限安全系数" 英文翻译 :    ultimate factor of safety
• "级限安全系数" 英文翻译 :    ultimate factor of safety
• "剪摩安全系数" 英文翻译 :    shear friction factor of safety
• "交会安全系数" 英文翻译 :    collision safety coefficient
• "结构安全系数" 英文翻译 :    structural safety factor
• "抗翻安全系数" 英文翻译 :    factor of safety against overturning
• "抗腐安全系数" 英文翻译 :    factor of safety against floatation
• "抗滑安全系数" 英文翻译 :    factor of safety against sliding; safety factor against sliding

• Effect of unsaturated soil suction on the stability safety coefficient of soil slope
  非饱和土吸力对边坡稳定性安全系数的影响
• The relation of safety factor of slope and displacement has been sinnilated by wematical model . accordin to basic theory of back analysis method
  研究了天然土坡的稳定性安全系数，用非线性有限元模拟了边坡安全系数随位移场的变化而变化的数学模型。
• The calculated results show that the stability safety factor calculated by considering progressive failure is less than that obtained by common theory , and the effect of material characteristics on the slope stability that considered progressive failure is obvious
  考虑残余强度时的渐进破坏分析所求出的稳定性安全系数比理论上求出的最小稳定性安全系数要小，而材料特性对安全系数的影响在考虑残余强度时比较明显。
• 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。
• The foundation engineering is typical in both excavation depth and scale , on the basis of in - situ investigation , the design optimistic of retaining wall was discussioned in this paper , the mian reseaches including : the using of fem optimazition methods of rods system ; the delvopment of programs for optimazition of imbedding depth of structure based on matlab and for whole design optimaziton of the retaining structures based on ansys , under the two controlling factors of the saft coefficient and the reliability probability about the whole damage of retaining atructure ; the analysis on the m index of soil , the depth of retaining structures imbedded in the rock and the overall optimistic design of retaining structures
  该基础工程不论在开挖深度还是规模上都很具有代表性。作者在现场调研的基础上，探讨了基坑支护结构设计优化问题。主要研究内容可以归纳为：应用基于m法的弹性地基梁杆系有限元方法；在围护结构整体稳定性安全系数与可靠性破坏概率两种控制因素下，编写了嵌岩深度优化的matlab程序与围护结构整体设计优化的ansys批处理程序；进行了地层抗力比例系数反算、地下连续墙嵌岩深度优化与地下连续墙结构体系整体设计优化。
• A combined neural network and genetic algorithm with solving stability safety of homogeneous slope was proposed and the finite element method is applied to analysis the progressive failure process of the slope and the maximum equilibrium theory , requests out stability safety of homogeneous slope with the smooth arc radius of difference with the difference below the level coordinate of arc peak , utilizing the neural network algorithm to establish slidng the nonlinear mapping relationship between level coordinate of arc radious and arc peak , being adapted the neural network algorithm to look for along the minimal stability safety of homogeneous slope and corresponding arc radious and arc peak
  提出了求解边坡稳定性安全系数的神经网络与遗传算法。该方法采用有限元分析和极限平衡理论，求出不同的滑弧半径和不同的弧顶水平坐标下的边坡稳定性安全系数，利用神经网络算法建立滑弧半径和弧顶水平坐标与安全系数之间的非线性映射关系，采用遗传算法搜索边坡的最小稳定性安全系数及相应的滑弧半径和滑弧中心坐标。