稳定系数

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  • Stability coefficient;factor of safety;margin of stability
稳定系数稳定系数
  1. 边坡稳定系数迭代求解的实用方法

    The Practical Methods of Solving the Factor of Safety of Slope

  2. 它应用电子计算机自动确定滑面位置和用积分方法计算稳定系数。

    We used the digital computers to locate the topographic profile of slides automatically and calculate the factor of safety by intergration .

  3. 基于ADAMS仿真求解集装箱正面吊运机作业稳定系数

    Solution with Simulation to Operation-stabilization Coefficient of Operation of Front Carrier Based on ADAMS

  4. 通过slide软件对自然边坡和未来开挖边坡在各种工况下是对其整体稳定性进行评价分析,得出边坡在暴雨+地震工况时,边坡的整体稳定系数为1.4以上,说明其稳定性较好。

    Used the software Slide to evaluate the integral stability of the natural slope and excavated slope in various working conditions .

  5. 通过对滑坡灾害影响参数的敏感性分析,计算成果表明,稳定系数对内摩擦角的反应比对内聚力的反应灵敏得多。稳定系数随φ的增长率约是随C增长率的2倍。

    By sensitivity analysis of influence parameters of stability coefficient , this result can be gained , which is internal friction angle is more sensitive than cohesion to stability coefficient of landslide .

  6. 根据ANSYS计算结果并进行了一定的折减拟合了HW型截面梁整体稳定系数计算公式。

    The formula calculating stabilization coefficient of HW-section steel beams is induced according to ANSYS 's results .

  7. 经伊托必利、多潘立酮治疗后,FD患者胃窦部餐后胃电参数中正常慢波百分比上升伊<0.01),慢波不稳定系数下降(P<0.05)。

    After treatment the percentage of normal slow waves of EGG elevated and the slow waves frequency instability coefficient of EGG decreased significantly .

  8. 采用简化毕肖普(Bishop)法,对干坞边坡各阶段的稳定性进行了计算分析,计算结果表明,稳定系数Fs在干坞施工及使用各阶段呈先增加后减小的变化规律。

    The stability of dry-dock slope is calculated by simplified Bishop method . The results show that Fs is increased firstly and then decreased .

  9. 针对不同的土体强度指标c、φ,用强度折减有限元法计算了基坑边坡的稳定系数,并与圆弧法计算结果进行比较,分析了两种方法差别的原因。

    Through c - reduction algorithm by FEM , the stabilization coefficient of the slope is obtained according to different value of c , , the author also compares the result with the circle sliced method and study the difference of the two methods .

  10. GB50017关于梁在等端弯矩作用下的整体稳定系数计算简化式对国产轧制H型钢过于保守。

    Based on the GB50017 code , the geometry control condition of integral stability capacity of homemade rolled H-section steel beam is conservative excessively and is modified accordingly .

  11. 背景腰椎间盘突出症(LDH)是指腰椎间盘退变,纤维环破裂及髓核突出,腰椎生物力学功能紊乱,稳定系数降低,动态平衡失调。

    Significance : Prolapse of lumbar intervertebral disc ( LDH ) refers to degenerative lumbar intervertebral disc , fiber ring fracture and herniated , lumbar spine biomechanics dysfunction , stable coefficient is reduced , the disorder of dynamic balance .

  12. 有机质氧化稳定系数(Kos值)与土壤氮素肥力、CEC、土壤有机质总量、有机无机复合量及松结态有机质含量呈显著的负相关。

    While notable negative interrelation be-tween the coefficient of oxidation stability of O. M. ( Kos ) and the soil fertility of nitrogen , CEC , the total content of O.

  13. 尾矿坝堆高至标高730m、750m以及780m时,在两种工况下的稳定系数均满足要求。

    Tailings dam to the elevation of high-piled 730m , 750m and 780m at the stability factor of two conditions are satisfied .

  14. 加入不同量正辛烷改变N2气/BS-12泡沫的稳定性,求得泡沫稳定系数与界面弹性模量E(即泡沫变形能力)之间有良好的线性关系。图11参8。

    The determinations obtained with different amount of n-octane added to vary the foam stability show that a good linear relationship exists between the foam stability factor and the interfacial elasticity modulus , E , or the foam deformability , for N2 / BS-12 foam .

  15. 十二指肠溃疡病人在pH≥7期胃电主频率、主频率不稳定系数(DFIC)和正常胃慢波百分比显著高于生理盐水对照(P<0.05);

    Dominant frequency , dominant frequency instability factor and percentage of normal gastric slow wave significantly increased in the duration of pH ≥ 7 as compared with saline control in the patents with duodenal ulcer .

  16. 针对圆弧形滑动面法,采用嵌套式的遗传算法分别对滑动圆弧的圆心、半径进行遗传进化搜索,基于简化Bishop原理进行稳定系数的计算,成功的编制了程序。

    For circle failure surface , this paper uses GA 's theory to search the center of a circle and the radius of it separately , and based on simple Bishop method to compute the safety factor ( F ), and compiled program successfully .

  17. 本文运用LASA软件,分析了采用传递系数法计算滑坡稳定系数时,传递系数计算式、条块划分、渗透压力计算对稳定系数的影响。

    Based on the LASA ( Landslide stability analysis system ) software , the influencing factor about safety factors , including the expressive formula of transmitting coefficients 、 item compartmentalization 、 seepage pressure , is analyzed when the transmitting coefficients method is adopted .

  18. 现行国家钢结构设计规范(GB50017-2003)给出了集中荷载,均布荷载,以及端弯矩作用下梁的整体稳定系数。对弯矩沿梁长方向呈线性分布受弯构件,给出了其等效弯矩系数公式。

    Current design codes of the steel structure ( GB50017-2003 ) gave the global stability coefficients of beams under loading of the concentrated load / the uniformly distributed load / the end moments , simultaneously offered its modification factors of the linearly distributed moment .

  19. 用该方法对广西兴业&六景高速公路一处挖方膨胀土边坡工程实例进行了分析,结果表明,边坡高度为14.3m,坡率为1∶1.5时,稳定系数为0.91,处于不稳定状态;

    This method is applied to an example , whose height is 14.3 m . When the slope ratio is 1 ∶ 1.5 , the safety factor is ( 0.91 ), the slope is instable .

  20. 进行了刚体极限平衡计算和有限元计算,证明Ⅱ号滑坡的整体稳定系数在2145m水位时最低,在此水位以上,将随库水位升高而略增;

    The rigid limit equilibrium computation and finite element computation have been performed which concluded that the integral stability coefficient of No. 2 landslide shall be the minimum value when water level is 2145m a. s.

  21. 铝合金梁弯扭稳定系数的试验研究及数值分析

    Numerical and experimental study on flexural-torsional buckling coefficient of aluminum beams

  22. 预测和控制深基坑变形的抗隆起稳定系数法

    The Stability Coefficient Method for Deflection Estimate and Control of Deep Excavation

  23. 框架弹塑性失稳的层稳定系数

    Story - based elastic - plastic stability coefficients of frames

  24. 饱水岩石边坡倾覆稳定系数计算

    Calculation of stability factor against overturning for saturated rock slope

  25. 比例极限对数模型和球壳稳定系数

    Proportional limit logarithmic model and stability coefficient of spherical shell

  26. 应用电子计算机分析边坡的稳定系数

    Use of computers for analysis of the safety factor of rock slopes

  27. 在这些基础上,利用瑞典条分,计算出堆载路基的稳定系数。

    The stability coefficient of roadbed has been counted by Sweden piece .

  28. 强度折减法确定的复合土钉支护整体稳定系数

    Global safety factor of Compound Soil-nailed Wall determined by strength reduction method

  29. 铝合金轴心受压杆件的稳定系数研究

    Research on Stability-factor of Aluminum-alloy Columns Under Axially Load

  30. 最危险滑动面及其稳定系数的确定。

    The determination of the critical slip surface and the corresponding stability factor .