1) linearly softening model
线性应变软化模型
2) strain-softening model
应变软化模型
1.
In order to reflect the characteristics of geotechnical material more exactly,the strain-softening model was built based on the engineering background of one deep foundation reinforced by soil nail.
为了更加真实地反映岩土体材料的特性,以某深基坑土钉加固工程为背景,建立相应的应变软化模型。
3) strain nonlinear softening
应变非线性软化
1.
Elastic-plastic analysis of pressure tunnel with liner based on strain nonlinear softening rock model;
基于应变非线性软化的衬砌压力隧洞弹塑性解析解
2.
Elasto-plastic analysis on tunnel surrounding rock with grouting prestress lining based on strain nonlinear softening;
应变非线性软化的预应力衬砌隧洞弹塑性应力解
4) linear softening model
线性软化模型
1.
Load carrying capacity of geotechanic circular plates are analysized using linear softening model and Mohr Coulomb condition.
本文利用线性软化模型及Ｍｏｈｒ－Ｃｏｕｌｏｍｂ塑性条件，对岩土类材料的简支及固支圆板进行了承载特性分析。
5) model building/strain softening
建立模型/应变软化
6) tri-linear strain-softening model
三折线线性软化模型
1.
Solution of spherical cavity of the soil with strain-softening and shear dilation was induced combining Tresca yield criterion and non-associated flow principle on adopting tri-linear strain-softening model.
以三折线线性软化模型为基础,结合Tresca屈服准则和不相关联的流动法则,同时考虑了塑性区弹性变形,推导了具有应变软化和剪胀特性的土体球孔扩张问题的解。
补充资料：多元线性回归模型
分子式：
CAS号：
性质：假定从理论上或经验上已经知道输出变量y是输入变x1，x2，…,xm的线性函数，但表达其线性关系的系数是未知的，要根据输入输出的n次观察结果(c11，x21，…，xml，yi)(i=1,n)来确定系数的值。按最小二乘法原理来求出系数值，所得到的模型为多元线性回归模型。
CAS号：
性质：假定从理论上或经验上已经知道输出变量y是输入变x1，x2，…,xm的线性函数，但表达其线性关系的系数是未知的，要根据输入输出的n次观察结果(c11，x21，…，xml，yi)(i=1,n)来确定系数的值。按最小二乘法原理来求出系数值，所得到的模型为多元线性回归模型。
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