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1)  spline finite strip method
样条有限条法
1.
Program model research of spline finite strip method based on multi-agent;
基于多Agent的样条有限条法的程序模型研究
2.
The spline finite strip method, which has a high precision, was adopted to calculate and predict the work roll temperature field and crown.
采用一种具有较高精度的样条有限条法对轧制过程中工作辊的温度场和热凸度进行计算和预报。
2)  spline finite strip
样条有限条
1.
Based on the large deflection incremental theory in solid mechanics, the finite strip method in structural analysis was extended and an elasto plastic large deflection spline finite strip method established, based on the Updated Lagrangian method.
根据固体力学大变形增量理论 ,拓展了结构分析有限条法 ,建立基于Updated Lagrangian法的弹塑性大挠度样条有限条法 ,编制了相应的C语言程序包FSMAP(FiniteStripMethodAnalysisPro gram) ,用于薄板结构大挠度问题的分析。
2.
The spline finite strip method (SFSM) is used to deduce the stress,strain and unit stiffness matrixes of the curved box bridge and testify the theorem for internal force influence surface.
该文用样条有限条法导出了弯箱梁桥的应力、应变及单元刚度矩阵,推导了求一点确定内力分量的内力影响面定理,提出了等价荷载的概念,并求出了分别相应于样条结点参数及样条结点位移的等价荷载。
3.
It is the concrete implementation of manufacturing information to apply Multi-Agent to spline finite strip method.
将多Agent技术用于样条有限条法,是冷弯成型理论智能化的具体实施。
3)  Spline finite element method
样条有限元法
1.
Based on Kirchhoff's classical theory and adopting the spline finite element method, three independent displacements are interpolated into the ant; symmetric angle-ply laminated plate by the spline base of the cubic spline B function, and the stiffness array and the quality array of the composite material laminated plate are derived.
基于Kirchhoff经典理论,用样条有限元法以三次B样条函数构成的样条基对反对称多层角铺设层合板的3个独立位移进行插值,推导了复合材料层合板刚度阵,质量阵列式,阻尼阵列式,并由Lagrange方程导出了层合板的动力学方程,通过瑞利一李兹法建立了特征方程。
2.
Based on Gurtin variational principle,a spline finite element method for initial value problems of plate was presented by applying spline finite element method to space domain and step by step method to time domain.
:以 Gurtin变分原理为基础 ,空间上应用样条有限元法 ,时间域上采用逐步代换的方法 ,建立了计算板动力问题的样条有限元法 。
3.
This paper reviews the developments of the spline finite element method based on the variational principle, the theory of spline function and the state space theory during the last twenty years.
主要评述基于变分原理、样条函数理论与状态空间理论的样条有限元法在近20多年来的进展以及进一步发展的趋势。
4)  spline finite point method
样条有限点法
1.
Spline Finite Point Method for analysis of arch dams;
拱坝分析的样条有限点法
2.
The elastic and plastic problem of thin-walled curved box girders is solved with the spline finite point method and the section internal force plastics coefficient method.
采用样条有限点法和截面内力塑性系数法对薄壁曲线箱梁的弹塑性问题进行了求解。
3.
The spline finite point method for bending analysis of thin slab is introduced in the paper.
介绍薄板弯曲问题的样条有限点法。
5)  spline finite-point method
样条有限点法
1.
Based on intelligent constitutive relation theory,instantaneous variational principle and spline dispersing,the control equation of the active vibration control analysis of the piezoelectric intelligent beam is established by the spline finite-point method.
以样条有限点法为例,从位移模式出发,以智能本构关系、瞬时变分原理以及样条离散化为基础建立了压电智能梁振动主动控制分析的控制方程,分析了两个典型算例。
6)  spline finite member element method
样条有限杆元法
1.
This paper presents a method to predict the overall stability and secondorder displacement of tall buildings using the spline finite member element method.
该文用转换B3样条函数模拟结构板壁横截面的翘曲位移,通过势能变分原理,导出微分方程组,利用样条有限杆元法对高层建筑筒体结构的整体稳定及二阶位移进行了求解。
2.
The displacement variational principle was used to develop the spline finite member element method for buckling analysis of thin walled members with shear lag effect.
根据势能驻值原理 ,提出在横向荷载作用下薄壁杆件稳定分析的样条有限杆元法。
3.
The spline finite member element method based on the potential energy principle for lateral buckling analysis of thin-walled members with arbitrary cross sections and arbitrary boundary conditions is proposed.
根据势能驻值原理,采用转换B3样条函数模拟杆件横截面的翘曲位移场,文[8]提出了用于分析在横向荷载作用下薄壁杆件稳定问题的样条有限杆元法。
补充资料:条顿骑士团
      见宗教骑士团。
  

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