1) iterative refinement extended homogeneous capacity integration method
迭代修正齐次扩容精细积分法
1.
A semi-analytical semi-numerical method was presented for analyzing micro-cantilever deformation by means of the high precision iterative refinement extended homogeneous capacity integration method and shooting method.
考虑静电力边缘效应的影响,建立了微悬臂梁的静态变形分析模型,通过梁弯曲理论将控制方程化为一阶非线性微分方程组,结合打靶法和迭代修正齐次扩容精细积分法提出了一种分析微悬臂梁变形的半解析、半数值算法,同时,采用增量迭代保证了求解的收敛性。
2.
A semi-analytical semi-numerical method is presented for analyzing micro-cantilever deformation by means of the high precision iterative refinement extended homogeneous capacity integration method,nonlinear equations solution and incr.
考虑静电力边缘效应的影响,建立了微悬臂梁大挠度变形的静态变形分析模型,通过梁弯曲理论将控制方程化为一阶非线性微分方程组,结合非线性方程组求根、迭代修正齐次扩容精细积分法和增量迭代法,提出了一种分析微悬臂梁大挠度变形的半解析、半数值算法。
2) iterative refinement Homogeneous Capacity High Precision Integration Method dynamic
迭代修正齐次扩容精细积分
3) extended homogeneous capacity precision integration method
齐次扩容精细积分法
1.
Based on the extended homogeneous capacity precision integration method and the Fourier′s series expansion,a novel method is presented for analyzing a non-circular cylindrical shell stiffened by lateral ribs under external pressure by transferring state vectors of this shell in the circumferential direction.
基于齐次扩容精细积分法和傅里叶级数展开,利用周向状态向量分段传递的思想,对两端简支的环肋加强非圆柱壳承受外压作用,提出了一种新的半解析求解方法。
2.
Based on the extended homogeneous capacity precision integration method,a novel method was presented for solving plane bending problems of elastic arches with arbitrary profile.
基于齐次扩容精细积分法,提出了求解复杂载荷作用下任意外形弹性拱平面弯曲的一种新方法。
4) iterative refinement homogeneous capacity high precision integration method(IRHCHPIM)
齐次扩容精细积分
1.
The load is calculated by Romberg numerical integration procedure and an iterative refinement homogeneous capacity high precision integration method(IRHCHPIM)is put forward to solve the nonlinear different equation.
基于计及边缘效应的矩形平行板的静电力计算公式,建立了扭转微镜的动力学模型,采用Rom-berg数值积分法计算驱动力,并借助迭代修正齐次扩容精细积分法求解非线性动力方程。
5) HHPD
齐次扩容精细算法
1.
A Long Acting HHPD with Arbitrary Excitement On Infinity Time Domain;
时域支集无限型任意激励的长效齐次扩容精细算法
6) double-integral iteration method
二次积分迭代法
1.
Based on the analysis of main factors causing the non-linear characteristics of beams and columns in bending, a double-integral iteration method is proposed for the non-linear full-range analysis of R.
在分析了钢筋混凝土框架受弯构件、压弯构件显示非线性特征的主要原因的基础上 ,提出了对钢筋混凝土框架进行非线性全过程分析的二次积分迭代法 。
补充资料：望月婆罗门引 送徐容齐
【诗文】：
容斋平日，一身用舍系安危。儿童走卒皆知。谁料鲈鱼江山，忽忆故山薇。任西风别酒，月正圆时。性斋有诗。道扫舍，待吾归。二老相招如此，公论畴依。人生行乐，对佳水佳山何必归。公笑曰、归去来兮。
【注释】：
【出处】：
容斋平日，一身用舍系安危。儿童走卒皆知。谁料鲈鱼江山，忽忆故山薇。任西风别酒，月正圆时。性斋有诗。道扫舍，待吾归。二老相招如此，公论畴依。人生行乐，对佳水佳山何必归。公笑曰、归去来兮。
【注释】：
【出处】：
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参考词条