1) deformation parameter and strength parameter
变形参数和强度参数
2) deformation and strength parameters
岩体变形及强度参数
3) intensity parameters
强度参数
1.
Based on them, the intensity parameters and crystal field parameter of Eu3+ were obtained.
并由此计算了强度参数与晶场参数。
2.
The emission, phonon-side band spectra and fluorescence lifetimes of these glasses were studied and the intensity parameters Ω 2 of Eu 3+ were obtained.
研究了Eu3 + 掺杂铌磷与铌硅系列玻璃的发射光谱 ,声子边带谱及5D0 能级寿命 ,计算了样品的强度参数。
3.
Combined with specific calculation example,the influencing degree of linear intensity parameter and non-linear intensity parameters on slope stability was compared and analyzed,the influencing mechanism of two intensity parameters on safety coefficient were pointed at the same time.
综合相关文献简要探讨了主要的边坡稳定性分析方法,结合具体的计算实例对比分析了线性强度参数和非线性强度参数对边坡稳定性的影响程度,同时指出了两种强度参数对安全系数的影响机理,综合分析得出,抗剪强度参数选取的合理与否是关系到分析结果是否准确、可靠的关键。
4) strength parameters
强度参数
1.
Analysis of deformation and strength parameters for cohesive clay;
粘性土变形和强度参数分析
2.
Primary exploration on relation between strength parameters of salt-bearing soil and water content and salt content;
盐渍土强度参数与含盐量、含水量关系初探
3.
Neural network prediction for strength parameters of landslide zone soil;
滑带土强度参数的人工神经网络预测
5) intensity parameter
强度参数
1.
It is indicated that intensity parameter Ω λ changes with the variation of diameter of nanop.
以几乎不受周围晶场环境影响的5D0 →7F1 跃迁为参考 ,利用5D0 →7F2 和5D0 →7F4 跃迁 ,从实验上确定强度参数Ωλ(λ =2 ,4 ) 。
2.
A new set of phenomenological intensity parameters,T_ kq,are put forward,which are obtained from a best fit of the calculated and measured relative intensities of transitions from the 3P_0 level to the lower J multiplets.
引入新的强度参数Tkq,参数值由3P0能级的相关实验数据拟合。
3.
The intensity parameters,Ω_2 and Ω_4 of Eu~(3+) for opticaltransition were calculated from their emission spectra in terms of reduce.
研究表明,该体系玻璃中,随着Nb_2O_5量的增加,强度参数Ω_2与Ω_4增大,说明材料的对称性降低;Eu 与O 的键增强;玻璃体系的共价性增强。
6) strength parameter
强度参数
1.
Study on relation between strength parameter and water content of gouge;
断层泥强度参数与含水率关系研究
2.
Selection of synthetic strength parameters for deformable landslide slipping surface;
倾倒变形体底滑面综合强度参数的选取
3.
Influence of uncertainty of strength parameters on instability probability of embankment dam slopes;
强度参数的不确定性对土石坝坝坡失稳概率的影响
补充资料：移位参数
移位参数
shift parameter
移位参数日‘ft禅ra服ter;c月.”ran即咖eTp] 函数族{职。(·)}的一个参数。，oo0CR七，它在R“上由下式定义:对任一口60， 沪。(·)=中(一。)，其中甲(·)是给定的R“上的函数.【补注】此参数亦称位置参数〔locatjonp~ter). 沈海玉译
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