1) integral stability coefficient
整体稳定系数
1.
For HW section integral stability coefficient smallererror value section, belongs to the particular case, which is both of the flange edgeand web plate in equal thi.
对于国标《热轧H型钢和剖分T型钢》(GB/T11263-2005)热轧H型钢截面规格表中，HW型整体稳定系数较小误差值的截面，属于翼缘与腹板厚度相等的特别情况，这也符合扭转惯性矩公式的简化中，翼缘厚度与腹板厚度相等的假定；HN型截面高度在600mm以上(且梁的计算长度较大时)的规格，大多数型号的计算误差都超过了10％；HT型作为国标GB/T11263-2005新增的类型，在小截面，特别是翼缘宽度小于100mm的型号的误差较大，翼缘宽度越小其误差越大。
2) whole stability coefficient
整体稳定性系数
3) the safety factor of stability
整体稳定安全系数
1.
On the basis of this, an analytic formula of function is derived and the formula shows the relationship among the safety factor of stability and geotechnical parameters, retaining and protecting parameters, distribution of ground load, the depth of foundation pit excavation and coordinates.
在此基础上,提出了土钉墙整体稳定安全系数与岩土参数、支护参数、地面附加荷载分布状态、基坑开挖深度及滑动圆圆心坐标之间的函数解析表达式。
4) coefficient of global stabilization
整体稳定性安全系数
1.
In this paper, we will discuss the soil-nailed length problem and find a new method to adopt the coefficient of global stabilization to design soil-nailed length ,which ensures the project to be safe and economy.
本文就土钉的长度计算问题,结合目前土钉设计情况,谈谈如何就整体稳定性安全系数来确定土钉长度,使之既安全又合理。
6) global exponential stability
整体指数稳定性
1.
Under the control law of the form u(0) = ux(1) = u_(xx)(0) = σu_(xxx)(1) - εu(1)u_(xx)(1)-(?)(u(1)) = 0, we prove the H1-global exponential stability, H4-global asymptotic stability.
在[0,1]区间上研究带耗散项的浅水波方程由边界反馈引起的整体指数稳定性。
2.
The H1-global exponential stability and H2global exponential stability are discussed.
主要研究广义超弹性杆方程的初边值问题,讨论方程在区间[0,1],及边界条件u(0,t)=ux(1,t)=uxx(0,t)=0,-u(1,t)uxx(1,t)=φ(u(1,t))下,整体解的存在性,H1-整体指数稳定性估计及H2-整体渐进稳定性估计。
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