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1)  vector variational principle
向量变分原理
1.
For approximation analysis of multiobjective optimization problems,we will introduce vector variational principles for vector-valued functions and some equivalence among the vector variational principles and some important theorems in nonlinear analysis.
通过向量优化问题,向量变分不等式问题以及向量变分原理来分析优化问题及均衡问题的一致性。
2)  vectorial Ekeland variational principle
向量值Ekeland变分原理
1.
In this paper,we give a vectorial Ekeland variational principle with a w-distance,a vectorial Takahashi nonconvex minimization theorem with a w-distance and a vectorial Caristi fixed point theorem with a w-distance.
本文中,我们给出了带有w-距离的向量值Ekeland变分原理,带有w-距离的向量值Takahashi非凸极小化定理和带有w-距离的向量值Caristi不动点定理。
3)  parametric variational principle
参变量变分原理
1.
Analytical solutions of composite modulus of multi-element composite foundation by parametric variational principle;
多元复合地基压缩模量参变量变分原理解析解
2.
The analytical solutions of composite modulus in both elastic and plastic conditions are deduced by applying parametric variational principle.
应用参变量变分原理推导了复合模量在弹性及塑性状态下的解析解。
3.
Based on Perzyna visco_plasticity model and parametric variational principle,the full coupled variational principle and its F.
根据Perzyna粘塑性模型 ,应用参变量变分原理 ,建立了高温 (火灾 )下混凝土结构分析的全耦合变分原理 ,给出了原理应用的有限元列式 。
4)  parametric variation principle
参变量变分原理
1.
This paper proposed the elastoplastic constitutive model of swelling rock based on the humidity stress field theory and by using parametric variation principle to establis.
由于含水率的变化使膨胀岩的弹性模量、泊松比和屈服极限等力学性能都将发生变化,从而引起膨胀应力、塑性流动和随湿度场而变化的屈服准则等都相互耦合在一起,因此,提出了基于湿度应力场理论的膨胀岩的弹塑性本构模型,并运用参变量变分原理建立了处理这一类问题的数值变分原理及其相应的有限元形式。
2.
Based on updated Lagrangian formulation of elasto-plastic large deformation theory,the numerical simulation method of Biot′s consolidation theory on elasto-plastic large deformation is developed using the idea of parametric variation principle.
根据大变形弹塑性理论Lagrangian描述的UL方法,利用参变量变分原理的思想推导建立了弹塑性大变形Biot固结理论的数值模拟计算方法。
3.
Numerical manifold method of elastoplastic analysis is presented by using the parametric variation principle.
利用参变量变分原理建立了弹塑性分析的数值流形方法。
5)  multivariable variation principle
多变量变分原理
6)  energy variation principle
能量变分原理
1.
Based on energy variation principle,the governing differential equations and the corresponding boundary conditions of box girder with consideration for the shear lag effect and shear deformation as well as rotational inertia were induced.
以能量变分原理为基础,综合考虑剪力滞后效应、剪切变形和转动惯量的影响,推导出箱形截面梁的控制微分方程和相应的自然边界条件,据此获得几种常用边界条件(简支、悬臂、连续、两端固支)的固有频率方程,提出一种能对工程中常用矩形薄壁箱梁自振特性进行分析的方法。
2.
The energy variation principle is applied to establish the governing differential equations and corresponding natural boundary conditions on the static and dynamic characteristics of thin-walled I-beam, and closed-form solutions of generalized displacements are obtained.
该文以能量变分原理为基础,建立了工字形梁静、动力分析的控制微分方程和自然边界条件,获得了相应广义位移的闭和解。
补充资料:含参变量积分
      见积分学。
  

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