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1)  inducted secondary field
感应二次场
2)  secondary stress field
二次应力场
1.
Analysis on secondary stress field characters of hard surrounding rock in large underground caverns by elasto-brittle-plastic constitutive models;
大型硬岩地下硐室围岩二次应力场特征弹脆塑性分析
2.
Taking the underground powerhouse in a huge hydropower station as an example,the authors studied distribution pattern of the secondary stress field of surrounding rock mass with nonlinear finite element method of the large-spaned underground powerhouse with high side wall and evaluated the stability of surrounding rocks.
以某大型水利工程拟建地下厂房为典型实例 ,应用二维非线性有限元分析方法 ,研究大跨度、高边墙地下厂房区二次应力场分布规律 ,并评价围岩的稳定性。
3)  Induction Reheating
感应二次加热
4)  induced stress field of surrounding rock
围岩二次应力场
1.
Combined with the underground engineering practice in high geo-stress area, the stress restitution testing and lag monitoring are made to determine the induced stress field of surrounding rocks for underground engineering.
为地下工程围岩二次应力场测试和变化规律研究提供了新的研究思路。
5)  limiting secondary inductive EMF
二次极限感应电势
6)  electrical secondary systems/induced voltage
二次系统/感应电压
补充资料:输出反馈(见线性二次型次优控制)


输出反馈(见线性二次型次优控制)
output feedback

  3h日c卜口fon以以{输出反馈型次优控制。(output王eedbaek)见线性二次
  
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