1) Function of side-slope lateral displacement
边坡位移函数
2) slope displacement
边坡位移
1.
Correlativity between slope displacement and form of braced structure for deep foundation pit;
基坑支护形式与边坡位移的相关性分析
2.
Application of composite gray neural network mechod for prediction of slope displacement;
边坡位移预测组合灰色神经网络方法
3.
Prediction of slope displacement based on gray model and neural network;
基于灰色理论和神经网络的边坡位移预测
3) boundary displacement function
边界位移函数
1.
Based on 3D fundamental equations of elasticity and by assuming boundary displacement functions associated with free edges,the state equation of orthotropic laminated plates is established and an analytical solution for rectangular plate with two opposite free edges and two opposite simply supported edges is presented.
从三维弹性力学基本方程出发,通过假设自由边的边界位移函数,建立了正交异性叠层板的状态方程,给出了对边自由,对边简支矩形板的解析解。
2.
Based on the fundamental equations of three dimensional elasticity, and by introducing boundary displacement functions, the state equation is established for thick laminated open cylindrical shell with clamped edges subjected to arbitrary loads.
基于三维弹性力学基本方程 ,通过引入边界位移函数 ,建立了具有固支边的叠层开口柱壳在任意荷载作用下的状态方程 ,给出静力问题的解析解。
3.
[1～3] and introducing boundary displacement functions, the state equation is established for thick laminated plates with clamped edges under any given loads and an analytical static solution is presented.
在文［１ ～３］ 的基础上，通过引入边界位移函数，对具有固支边的强厚度层合板建立了在任意荷载作用下的状态方程，给出静力问题的解析解。
4) large displacements of slope
边坡大位移
5) displacement function
位移函数
1.
QR method for elasto-plastic analysis of shear walls Ⅰ——displacement function and constitutive model;
剪力墙结构弹塑性分析的QR法Ⅰ——位移函数及本构模型
2.
Analysis of pumping in saturated multi-layered soil by using displacement function method
位移函数法求解饱和层状地基中的抽水问题
3.
The analytic solution of residual stress is given through constructing the displacement function satisfying all boundary conditions and the theory of the axisymmetry column thin shell.
通过构造位移函数,利用边界条件和圆柱薄壳理论,得出轧辊各处残余应力的解析解,在理论和工程实际应用中有很大的价值。
6) displacement functions
位移函数
1.
Five displacement functions are introduced to solve displacement fundamental equations of rectangular thick shallow spherical shells,which is tenth-order differential equations wit.
对矩形底厚扁球壳的位移型基本方程(变系数十阶微分方程),通过引入5个辅助位移函数,同时运用柯西——黎曼条件,建立其解耦的控制微分方程,最后使用5个辅助位移函数求出5个位移分量。
2.
Based on the three dimensional elasticity for transversely isotropic media, three displacement functions are introduced.
基于横观各向同 性介质的三维弹性理论，引人３个位移函数，对运动方程进行了简化。
3.
In this paper,three displacement functions are introduced and expended in terms of spherical harmonic functions.
本文引入三个位移函数并用球面调和函数展开，可将球面各向同性弹性力学的基本方程转化成一个独立的二阶常微分方程和另一个耦合的二阶常微分方程组。
补充资料：位移函数
见应力函数和位移函数。
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