1) liquefaction preliminary decision
液化初判条件
1.
On the base of discussion which associated with the reliability of highway substructure liquefaction estimation and the liquefaction preliminary decision, through soil dynamic experiments and static-dynamic finite element analyses, this paper studied the substructure soil anti-liquefaction raising ability which under the union action of highway embankment and the substructure.
在对公路地基液化判别式可靠性以及液化初判条件讨论的基础上，通过土动力试验，以及静、动力有限元分析，对公路路基—地基联合作用下地基上的抗液化能力变化状况进行了研究。
2) initial criterion
初判条件
1.
Firstly,an initial criterion there is no slip between the beam and the slope surface is proposed.
鉴于此,研究了预应力锚索地梁中合理确定锚固角的方法,提出以锚索地梁和坡面岩体间不发生相对滑动为初判条件;以锚索提供最大抗滑力为设计目标,定义了预应力的利用率,并建议以初判条件和预应力利用率为主,兼顾经济和施工因素合理确定锚固角。
4) liquefaction condition
液化条件
1.
Effective stress analysis for the effects of liquefaction condition on ground motions;
液化条件对地表动力响应影响的有效应力动力分析
5) simplified criterion
简化判定条件
6) judging condition
判断条件
1.
More reinforced beads-single reinforced bead bulging and judging condition;
多加强筋与单加强筋胀形及其判断条件
2.
The relevant judging condition and the expression s given reg.
通过理论论证,给出了相应的判断条件和表达式的给定规则;最后通过Benchmark标准电路的测试,验证了本算法的正确性。
补充资料：鞍山钢铁(集团)公司第二初轧厂1150初轧机轧制钢锭
鞍山钢铁(集团)公司第二初轧厂1150初轧机轧制钢锭
鞍山钢铁(集团)公司第二初轧厂1150初轧机轧制钢锭
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条