1) dual number method
双数法
1.
Based on the dual number method,the link-joint models are represented by 3×3 dual number matrices,and then the displacement equations are derived from the loop closure equation.
基于双数法,该机构之连杆-接头模型可由3×3之双数矩阵代表,而位移方程式则由回路方程式推导获得。
2) hyperbola function method
双函数法
1.
In this paper,many traveling wave solutions to NLS equations were obtained by using hyperbola function method and Wu-elimination method,which include new traveling wave solutions and rational traveling wave solutions.
给出一种求解非线性发展方程精确行波解的新方法——双函数法。
3) biparameter method
双参数法
1.
The calculation of displacements and internal forces of the cantilever-retaining pile for foundation pit using biparameter method of foundation resistance is discussed.
对地基抗力双参数法在基坑悬臂支护桩位移和内力计算方面进行了探讨,即采用地基土抗力系数随深度按双参数非线性变化的假设,以弹性地基杆系单元模拟,支护桩则按弹性梁单元模拟。
2.
This paper confirmed that foundation coefficient by means of biparameter method and the analytical .
抗滑桩作为一种主要的滑坡治理工程措施 ,因其抗滑力强、结构形式简单、适用性广 ,在滑坡治理中颇为常见 ,但在确定地基系数 K时存在局限性 ,传统的 k法 ,m法 ,c法只能作为一种经验性的假设 ,用双参数法来确定地基系数K ,代入桩的挠度曲线微分方程 ,可以得出桩在任意深度处的位移 ,转角 ,弯矩 ,剪力的解析解 ,该算法能满足桩在滑面处的位移、转角和最大弯矩值与实测值相等。
3.
In this paper,in terms of the measured data(including the deflection and slope at the ground surface of the pile,the maximum bending moment and its position),the biparameter method is used to analyze the pile-soil parameters.
运用计算推力桩的双参数法，并利用钢管推力桩在地面处的挠度、转角、桩身最大弯矩等实测资料对钢管推力桩桩土参数进行反分析。
4) two-parameter method
双参数法
1.
In this paper, two-parameter method is used for determination of Ⅰ mode s.
本文采用机加工方法制作圆轴模型的裂纹,并利用双参数法测定I型应力强度因子,利用切片逐次削去法测定III型应力强度因子。
5) double reading method
双读数法
6) double set parameter method
双参数法
1.
Construction of a kind of 12-parameter trapezoid plat elements by using double set parameter method;
用双参数法构造十二参梯形板元
2.
For reducing freedom and saving computing time,the freedom is discreted by the double set parameter method and the 12-parameter double set parameter right-angled trapezoid plate elements are obtained.
考虑特殊的四边形单元———直角梯形单元,构造出一类12自由度直角梯形板元;为了降低自由度,节省计算量,利用双参数法将自由度进行离散,得到一类双参数12参直角梯形板元。
3.
Based on the traditional Morley finite element, We use double set parameter method to construct a problem and give its energy norm estimate.
用双参数法离散Morley有限元得到新单元,给出此单元的插值误差估计。
补充资料：法性属法为法性土
【法性属法为法性土】
谓真如法性之理，譬如虚空，遍一切处，乃是法身所证之体，即为所依之土，故名法性属法，为法性土。
谓真如法性之理，譬如虚空，遍一切处，乃是法身所证之体，即为所依之土，故名法性属法，为法性土。
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