非稳系数,non-stability coefficient
1)non-stability coefficient非稳系数
1.This paper summarizes the influence ofnon-stability coefficient, improving coefficient, load affecting coefficient to the function index of current regulator transistor scanning circuit, and it also puts forward the concrete measures of improving transistor scanning circuit.综述了非稳系数、改进系数、负影系数对恒流管扫描电路性能指标的影响,进而提出了改进恒流管扫描电路的具体措施。
2.Several kinds of relationship among the constant scanning circuit′s power utilization co-efficient,non-linear coefficient,non-stability coefficient and improved coefficient are analyzed,by using equivalent circuit.用等效电路分析几种恒流管扫描电路中电源利用系数、非线性系数和非稳系数、改进系数的关系,得到如下结论:恒流管的非稳系数就是其电流的相对变化量;恒流管扫描电路中非线性系数等于非稳系数;电源利用系数与非稳系数成正比;恒流管的改进系数α就是改进后的输出电阻对改进前的比例系数,在一定的条件下改进型的恒流管扫描电路的非线性系数比基本恒流管扫描电路的减小了α倍。
2)Unsteady-state heat resistance factor非稳态隔热系数
3)inhomogeneous permeability非均匀稳态渗透系数
4)stability factor稳定系数
1.Experiment research onstability factor for circular section aluminum-alloymembers under axially compressive load;铝合金圆管轴心受压构件稳定系数的试验研究
2.5 cm in inner radium and 100 cm high is taken asstability factor, ψ_i, and used to characterize the stability of an experimental FAOWC, which is composed of oilwell cement of grade G+hollow silicate pearls, gas producing agents FCA+FCB(2.定义置于内径3 5cm、高100cm量筒中的泡沫水泥浆体初凝时高度与初始高度之比为泡沫水泥稳定系数ψ,实验测定了泡沫水泥的稳定性。
3.Thestability factor of three tunnels was computed,and the inf.研究结果表明:剪胀角对围岩位移的影响存在一个临界值;在围岩发生塑性流动时,塑性区随着剪胀角的增大而逐渐增加;剪胀角对围岩剪切破坏带和围岩稳定性系数都有较大影响;随着剪胀角的变化,隧道临界稳定系数也发生变化。
英文短句/例句
1.Deducing Stable Coefficient of Slope Based on Stable Coefficient of Slices;由土条稳定系数推导土坡稳定系数的理论公式
2.Effect on Safety Factors in Different Definitions Based on Strength Margin强度储备安全系数不同定义对稳定系数的影响
3.Sliding Electrical Contact Characteristics Based on Relative Stability Coefficients基于相对稳定系数的滑动电接触特性
4.Stability Factor of Framed Columns Supporting Laterally Leaning Columns框架中有摇摆柱时框架柱的稳定系数
5.Exponential Stability of Linear Distributed Parameter Systems;线性分布参数系统的指数稳定性分析
6.Exponential stability for a class of uncertain discrete-time systems with delay;一类不确定离散时滞系统的指数稳定
7.Determination of stability of conductivity coefficient by boundary measurements利用观测数据确定传导方程系数的稳定性
8.Oscillation, Stability and Control of Distributed Parameter Systems with Delays;时滞分布参数系统的振动、稳定与控制
9.Research and Development on the Multi-Configuration Digital Power System Stabilizers;多组态数字式电力系统稳定器的研制
10.The Stability of Bénard System and the Orthogonality of Eigenfunction;Bénard系统的稳定性与本征函数的正交性
11.Study on Stability of PID Control System;PID参数对控制系统稳定性影响的研究
12.Robustness of Exponential for Dissipativity Nonautonomous Dynamical Systems;非自治系统指数耗散性的鲁棒稳定性
13.Research on the Stability for a Class of Distributed Parameter Hybrid Systems;一类分布参数混合系统的稳定性研究
14.The Relationship between Stable Condition of Cylinder and Constant of Lame;Lame常数μ与圆柱稳定条件的关系
15.The MATLAB - Function Is Applied to the Stability Analysis of Control - System;应用MATLAB函数分析控制系统稳定性
16.The Optimal Solution of Safety Coefficient of Slope Stability;边坡稳定性最小安全系数的优化求解
17.The Test of the Stability of Beta in China s Stock Market;我国股票市场贝塔系数的稳定性检验
18.Research and Experiment of PID Parameter Stable Region for Time-delay System时滞系统PID参数稳定域研究与实验
相关短句/例句
Unsteady-state heat resistance factor非稳态隔热系数
3)inhomogeneous permeability非均匀稳态渗透系数
4)stability factor稳定系数
1.Experiment research onstability factor for circular section aluminum-alloymembers under axially compressive load;铝合金圆管轴心受压构件稳定系数的试验研究
2.5 cm in inner radium and 100 cm high is taken asstability factor, ψ_i, and used to characterize the stability of an experimental FAOWC, which is composed of oilwell cement of grade G+hollow silicate pearls, gas producing agents FCA+FCB(2.定义置于内径3 5cm、高100cm量筒中的泡沫水泥浆体初凝时高度与初始高度之比为泡沫水泥稳定系数ψ,实验测定了泡沫水泥的稳定性。
3.Thestability factor of three tunnels was computed,and the inf.研究结果表明:剪胀角对围岩位移的影响存在一个临界值;在围岩发生塑性流动时,塑性区随着剪胀角的增大而逐渐增加;剪胀角对围岩剪切破坏带和围岩稳定性系数都有较大影响;随着剪胀角的变化,隧道临界稳定系数也发生变化。
5)stability coefficient稳定系数
1.The Model of Multiobjective and Multidimensional Fuzzy Making Decision with Stability Coefficient;具有稳定系数的多目标多维模糊决策算法
2.Research purposes: The accurate formula of thestability coefficient F_s and the circular parameters x_0、y_0、 r of a circular land-sliding surface have been obtained from the sweden circular slice method.研究目的:采用瑞典圆弧条分法理论分析的方法求解圆弧型滑动面的稳定系数Fs和圆弧参数x0、y0、r的精确表达式。
3.Analysis the construction of Taiping lake bridge,by using the FEM,calculating the displacement,stress andstability coefficient in different pouring sequences,pick out the best pouring sequence,give an scientific guide for the construction of the bridge.分析了太平湖大桥的施工特点,利用有限元法计算分析了太平湖大桥钢管混凝土在不同的灌注加载路径下的位移、应力以及稳定系数,确定了合理的加载路径,为大桥的施工提供了科学的指导。
6)safety factor稳定系数
1.According to the phenomena and virtual work rate equation in limit state,a different failure mode of inclined slices technique was established,and the computing formula ofsafety factor was also derived using the theory .进一步根据滑体处于极限状态时的虚功率方程,推导得出了斜分条后岩质边坡的塑性极限分析稳定系数计算公式。
2.In the civil engineering field,there is the thought that stability of a landslide should be considered in assumption of the set value of itssafety factor,and that the lower stability of the landslide,the larger the set value of itssafety factor should be.在工程界存在着滑坡安全系数取值应考虑滑坡稳定性高低、对稳定系数较低的滑坡应采用较大的安全系数的思想。
3.On the basis of elastic plane-strain theory,the relaxation zone related to onesafety factor can be calculated according to Mohr-Coulomb law and single tension intensity principle that are both related to the samesafety factor after three-dimensional stress fie.阐明在用楔形体理论分析出开挖坡体的应力场的基础上,根据一定的坡体材料强度条件(经过安全储备后的摩尔-库仑强度准则和单轴抗拉强度准则),且考虑三向应力状态,计算搜索坡体在该稳定系数下的开挖松动区,由此计算出在坡体自上而下分步开挖过程中每一步开挖施工完成之后相应的松动区来。
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稳打稳1.形容很有把握。
