1) Strain strength
应变强度
1.
The deformation of ductile shearing and plastic flattening characterized deep-seated tectonic level,with strain strength being 1.
深部构造层次以韧性剪切，塑性压扁，顶界劈理发育为特征，应变强度平均为１。
2) Strain intensity
应变强度
1.
There are two mathematical expressions of stress and strain intensity for normal anisotropic sheet that are derived from Hill s quadratic anisotropic yield function.
从希尔 (Hill)正交各向异性体二次屈服函数出发 ,可以导出厚向异性板应力强度 (等效应力 )与应变强度 (等效应变 )的两组表达式 ;本文讨论了采用两组不同表述方法的选择 ,并利用单向拉伸与双向等拉两种实验作了可比性的分析比
3) strain strength ratio
应变强度比
1.
A new method for extracting strain strength ratio(trend factor SR T and compression factor SR C)from leveling and base line data across fault and obtaining dynamic patterns which change continuously in time space domain with the aid of the least square collocation is studied.
探索由跨断层水准和基线资料提取应变强度比 (趋势因子 SRT及压性因子 SRC) ,并借助最小二乘配置获得其时空域连续变化的动态图像的方法。
4) Alternating stress intensity
交变应力强度
5) strain strength function
应变强度函数
6) strain strength distribution
应变强度分布
补充资料：表光合强度(见光合强度)
表光合强度(见光合强度)
forecast of sowing or transplanting time
b iaoguanghe qiangdu表光合强度见光合强度
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