1) E-B nonlinear model
E-B非线性模型
2) E-B model
E-B模型
1.
Comparison of Duncan s E-ν and E-B models;
邓肯E-ν模型与E-B模型的比较
2.
In order to simulate the practical characteristic of a earth mass,Dengken-zhang Model(namely E-B Model) is formed on the basis of the second development of APDL language which is provided by ANSYS,and is used in the engineering computation of the earth-rockfill dam in Tongluojing Reservoir of Shenzhen City.
利用ANSYS提供的APDL语言二次开发平台编制相应的程序建立土体的邓肯张模型(简称E-B模型),以模拟土体的实际特性,并应用到深圳铜锣径水库风化土心墙石渣坝的实际工程计算中。
3.
It can attain the accurate and reliable shear strength index and parameters of the E-B model.
试验成果表明:1%~3%置换率的"砂井",对加速三轴试样的饱和、固结排水和孔压消散等过程起到了显著的效果,试验效率提高了2~3倍,但对应力应变基本无影响;从无孔样到有孔样,c值具有离散性,φ值依次增加,但变化幅度不大;试样周边、顶底粘贴滤纸条,再结合试样内部钻孔灌砂,是改善三轴试验排水路径的一种科学合理的、有效简便的好方法,能够获得准确、可靠的抗剪强度指标和E-B模型参数。
3) B-E-L model
B-E-L模型
4) B-C-E model
B-C-E模型
5) E-V linear model
E-V线性模型
1.
In this paper,Modifying least squares estimators and rank estimators in linear regression models,some estimators have been construted in structural E-V linear models,for these estimators,strong convergence and asymptotical normality have been established.
由于E-V线性模型的复杂性,通常的最小二乘估计等在这种模型中一般不是相合的。
6) E-B model parameters
E-B模型参数
1.
A new research method for sensitivity analysis is presented from the view of closed relationship between stability and deformation,which takes the E-B model parameters effecting on dam deformation into analysis of dam slope stability,to solve some problems existed in the sensitivity analysis of dam slope stability for embankment dam including core dam.
同时结合心墙坝工程实例,研究其上、下游坝壳及心墙土石料E-B模型参数对于坝体应力应变及坝坡稳定的敏感性。
补充资料：[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式：C16H16ClN3O3S
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
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