1) exponent of dynamical cross-correlation factor
动力学互相关因子指数
1.
A note on the exponent of dynamical cross-correlation factor;
关于动力学互相关因子指数的注记
2) dynamical lags correlation exponent
动力学相关因子指数
3) the exponent of dynamical autocorrelation factor
动力学自相关因子指数
1.
Two statistical quantities are proposed in this paper,that is Q and R,Q is called the exponent of dynamical autocorrelation factor, and R is called the exponent of dynamical cross_correlation factor.
定义了两个新的统计量 ,分别记为Q和R ,Q称为动力学自相关因子指数 ,R称为动力学互相关因子指数 。
4) thermodynamical interaction coefficients
热力学相互作用因子
5) dynamic interaction factor
动力相互作用因子
1.
With the hypothesis of “Beam-on-Dynamic-Winkler Foundation”, the motion equation of the passive pile is established in studying the vertical interaction of two piles, and the closed-form solution of dynamic interaction factor in homogeneous soil deposits is obtained.
采用动力文克尔地基梁模型,在研究两桩竖向动力相互作用时,建立被动桩的运动方程,求得均匀土中竖向动力相互作用因子的解析解。
2.
The dynamic impedance of a single pile is developed by means of the transfer matrix method, and with the help of deriving pile-to-pile dynamic interaction factors to consider the effect of pile-to-pile dynamic interaction of pi.
本文考虑了土的成层性和沿深度有变化的特性,将土层沿深度离散形成一系列均质的土层,各土层视为满足平面应变假定,应用传递矩阵法推导出单桩的动力阻抗;借助推求的桩-桩动力相互作用因子,来考虑群桩的桩-桩动力相互作用影响;通常研究承台板与群桩的竖向动力相互作用时假设承台板是刚性的,本文充分考虑了承台板具有一定的刚度、可以变形的柔性特征;并提出承台板-群桩动力相互作用模型,然后推得其动力相互作用方程。
3.
The dynamic impedance function and dynamic interaction factor of pile under axial loading and lateral dynamic force in visco-elastic medium are analyzed,and the dynamic differential equation of pile is employed to derive the dynamic impedance function.
本文研究粘弹性介质中桩受轴力作用时水平动力作用下桩的动力阻抗及动力相互作用因子 ,利用桩的运动微分方程 ,推导出桩的动力阻抗函数。
6) coefficient of dynamic interaction
基础动力相互作用因子
补充资料：分工负责、互相配合、互相制约的原则
见《中华人民共和国刑事诉讼法》、职权原则。
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