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1)  stability analysis on the first type
第一类稳定分析
1.
The stability analysis on the first type and the second type under the dead and the live load were introduced, meanwhile, the two types were compared.
介绍了恒载和活载作用下的第一类稳定分析和第二类稳定分析,并进行了对比。
2)  buckling coefficient
第一类稳定
3)  ultimate load coefficient
第二类稳定
4)  first stability
一类稳定
1.
To solve the problem of first stability of the arched beam combined bridge, this paper proposed dimensional finite element models to analyze buckling modality with reference to the Sheyang River Bridge, in the case of different parameter of components, and summarized the general conclusion, and then optimized design structure.
介绍系杆拱桥一类稳定问题,以在建的射阳河桥为研究对象,建立空间有限元模型,对结构进行屈曲分析,计算出各部分构造对体系一类稳定影响,总结出一般性结论,为优化结构设计提供依据。
5)  the first stability region
第一稳定区
1.
Considering the problem of bigger difference and less information among three existing analytical solutions,the method of numerical simulation was proposed,and therefore,the distribute of high order e- lectric fields,the first stability regions,mass spectra peaks were got on the variety geometrical errors by this method.
针对目前使用解析解的3种计算方法差异较大、信息量少的问题,提出使用数值模拟的方法来计算几何误差对四极杆质量分析器分辨率的影响,得到了几何误差引起的高阶电场分布,第一稳定区图和质谱峰的变化情况。
6)  stable classification
稳定分类
1.
Defining the stable classification number by Fisher's Law;
Fisher法确定稳定分类数
补充资料:第一类超导体
      见超导电性。
  

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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