1) fractional order stable coefficient
分数阶稳定系数
2) stability theory of fractional-order systems
分数阶系统稳定性理论
1.
According to stability theory of fractional-order systems,the necessary condition for the existence of chaotic attractors in this fractional-order degenerate optical parametric oscillator system is obtained.
构建了分数阶简并光学参量振荡器系统,利用分数阶系统稳定性理论,得到了分数阶简并光学参量振荡器系统存在混沌现象的必要条件,给出了系统在满足必要条件下的混沌吸引子。
2.
One chaos synchronization method for a fractional-order laser system is established via feedback control and stability theory of fractional-order systems.
利用反馈控制和分数阶系统稳定性理论,实现了分数阶混沌激光器混沌系统的混沌同步,给出了反馈控制器的具体形式和同步理论的严格数学证明。
3) stability of fractional order system
分数阶系统稳定性
4) Fractional lower order α stable distribution
分数低阶α稳定分布
5) stability factor
稳定系数
1.
Experiment research on stability factor for circular section aluminum-alloy members 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 as stability 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.
The stability 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。
6) 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 the stability 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 and stability 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。
补充资料：稳定极限和静态稳定储备系数
稳定极限和静态稳定储备系数
stability limit and steady state stability margin
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参考词条