1) improvising differentiation
凑微分法
2) improvising differential method
凑微分
1.
Under some conditions,the effective method in the second kind of line integrals and the differential equation is derived by using the improvising differential method of indefinite integral.
给出了在一定的条件下,利用不定积分的凑微分法得到了第2类曲线积分及微分方程的一些较为方便的解法。
3) compaction,frequency-analysis
频率分析紧凑法
4) trial-and-error method
试凑法
1.
Then, the analytical solution of magneto-electro-elastic cantilever beam with point force is obtained with trial-and-error method, which is simple and easy to verify.
从横观各向同性磁电弹性体的三维基本方程出发,简化得到平面问题的基本方程,给出了用4个拟调和函数表达的4个特征根互异情况下的通解,进而以试凑法推导出了自由端作用集中力的悬臂磁电弹性梁的位移、电势、磁势、应力、电位移和磁通密强度的解析解,所得解易于理解、便于校对、形式简洁。
2.
For the orthotropic magneto-electro-elastic plane problem,a series of magneto-electro-elastic beams is solved and the corresponding exact or analytical solutions are obtained with the trial-and-error method on the basis of the general solution in the case of four distinct eigenvalues,in which all physical quantities are expressed by four displacement functions in terms of harmonic polynomials.
首先推导了4个特征根互异情况下,所有物理量均用4个拟调和位移函数表达的通解,进而用试凑法推导出相应系列问题的精确解或解析解。
3.
Then, the analytical solution of simply supported magnetoelectroelastic beam under uniform load is obtained with the trial-and-error method, which is simply understood and c.
从横观各向同性磁电弹性体的三维基本方程出发,简化得到平面问题的基本方程,给出了用四个拟调和函数表达的四个特征根互异情况下的通解,进而以试凑法推导出了均布荷载作用下简支磁电弹性梁的位移、电势、磁势、应力、电位移和磁通密强度的解析解,所得解有易于理解、便于校对、形式统一简洁的特点。
5) Hash algorithm
杂凑算法
1.
This paper proposes a modified SHA-x Hash algorithm on the basis of the Secure Hash Algorithms(SHA-1 and SHA-2) defined in FIPS PUB 180-2.
在SHA-1和SHA-2标准算法的基础上,提出一类SHA-x改进杂凑算法的设计。
6) supply remainder method
凑余法
1.
It also gives special ways--test remainder method,make up remainder method and a brand-new way--supply remainder method.
讨论了剩余定理的使用 ,给出了一些特殊的解法——试余法、补余法及一种全新的解法——凑余法 。
补充资料：逼凑
1.犹言聚集靠拢。
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