支点法的英文

• pivot point technique

• "支点"英文翻译    fulcrum; pivot point
• "法"英文翻译    law
• "支点" 英文翻译 :    [物理学] fulcrum; pivot point
• "点法" 英文翻译 :    digital pressing; dot method
• "半支点" 英文翻译 :    semicolon
• "分支点" 英文翻译 :    bifurcation point; branch point; branching off point; branchpoint; burst node; fork; point of branching; point of divergence; point, branch; ramification point; tapping point
• "脚支点" 英文翻译 :    footing
• "梁支点" 英文翻译 :    beam pitch
• "三支点" 英文翻译 :    beam with central prop
• "枢轴；支点" 英文翻译 :    pivot
• "支点，支枢" 英文翻译 :    pivot
• "支点，支轴" 英文翻译 :    fulcrum
• "支点线" 英文翻译 :    fulcrum line; pivot-point line
• "支点销" 英文翻译 :    fulcrum pin
• "支点轴" 英文翻译 :    fulcrum shaft
• "中支点" 英文翻译 :    central bearing point
• "轴，支点" 英文翻译 :    pivot
• "鞍点法" 英文翻译 :    saddle point method; saddle-point method
• "斑点法" 英文翻译 :    spotting method
• "标点法" 英文翻译 :    punctuation; puncturation
• "冰点法" 英文翻译 :    cryoscopic method; cryoscopy; freezing point method; freezing-point method
• "查点法" 英文翻译 :    dead stop method
• "单点法" 英文翻译 :    one-point method; single point method; single-point methods
• "定点法" 英文翻译 :    fixed point method; fixed-point approach; method of fixed points; method of fixed-points; method of plotting positions; pointing
• "多点法" 英文翻译 :    multipoint method

• Recent years , the idea has been changed . code in deep excavation techniques ( jgj 120 - 99 ) has introduced rule of elastic brace , which can reflect essence better . another problem in deep excavation is space in construction is so limit
  这一观念在近年来得到很大的改变，新近颁布的《建筑基坑支护技术规程》 ( jgj1l20 - 99 )在计算方法上采用了弹性支点法，对被动区土压力采用土弹簧模拟，较好的反映了结构的受力和变形。
• The flexible retaining structure is another important retaining structure in soft soil . the integrated numerical analysis of this retaining structure ( including the methods and theory of calculating active earth pressure under sorts of conditions as well as the calculating method of horizontal stiffness coefficient of bracing structure and the method of deciding boundary condition etc . ) was gived . the effect of all parameters on the characteristics of retaining structure was discussed using methods of sensitivity - analysis
  本文针对目前常用的弹性支点法，给出了完整的数值分析方法，包括各种条件下的墙后土压力的计算方法和原理、支撑系统(或锚拉系统)水平刚度系数的计算、边界条件的确定方法等，并以此为基础采用灵敏度系数分析方法讨论了各参数对围护结构形态的影响，指出土体侧向基床比例系数是影响围护结构变形的最主要的参数。