多维数据群点主轴旋转的预测模型研究

数据群点的主轴表示该数据群点分布变异最大的若干方向，它是反映数据群点分布构造的主要特征之一。本论文提出一种对高维空间里数据群点主轴旋转运动的预测建模方法，并将其用于中国城市经济发展预测分析，可用于推测城市群体经济发展的主要特征方向     

基于Bootstrap方法的AR(p)模型方差变点的检验

研究了基于AR(p)模型结构变点的检验.原假设条件成立时,证明了残量平方累积和统计量的极限分布仍然是一个标准布朗桥的上确界,并利用bootstrap抽样方法以提高经验势函数值.数值模拟和实例分析都充分说明方法对相依过程结构变点检验的有效性.     

组合几何(三) 运动问题

几何的本质就是运动.通常所说的所谓几何性质,其实质就是某个运动群的不变量.所以,利用运动——平移、旋转、反射等来解决几何问题,应该是本质的常用的方法.组合几何中的问题当然也不例外点的运动,生成点的轨迹(或者说是具有某种性质的点的集合),这是运动的结果.利用点运动做结果——点的轨迹(几何曲线、曲面)——作为工具解几何问题,也是我们处理组合几何问题的常用方法.运动事实上就是一个映射,例如平面上的运动就     

非参数模型均值函数结构变点的Bootstrap检测

本文检测非参数回归模型均值函数结构变点,针对均值函数跃度的长期均值为零时,基于残量的CUSUM统计量对均值函数结构变点检验无效的问题,本文提出了一种基于均值函数的核估计的检验统计量,得到统计量在原假设和备择假设下的极限分布,并构造Bootstrap方法对非参数回归模型均值函数结构变点进行检验,证明了检验和估计的一致性;模拟结果表明本文方法明显优于已有方法。     

有杆抽油系统的数学建模及诊断

以有杆抽油系统作为研究对象,定量描述了四连杆结构抽油系统中光杆悬点的运动规律,给出了悬点在一个冲程中的位移函数、速度函数、加速度函数的表达式.分析利用Gibbs模型将题中给出的悬点示功图转化为泵功图,并利用泵功图对附件1、2中的油井产液量进行估算,最后理论推导了阻尼系数计算方法.     

换位子群为P 阶群的有限P- 群的自同构群(Ⅱ)

本文给出了换位子群为p 阶群的有限p-群的自同构群的结构定理的两点应用: 其一, 直接导出某些有限p-群的自同构群的结构; 其二, 对换位子群为p 阶群的有限p-群, 确定了其自同构群的阶何时达到最大值和最小值.     

变质量非Четаев型非完整系统在相空间的Lie对称性与守恒量

在相空间引入无限小群变换,研究变质量非Четаев型非完整系统的Lie对称和守恒量.利用系统运动微分方程在无限小群变换下的不变性建立Lie对称的确定方程和限制方程,得到Lie对称的结构方程和守恒量,并举例说明结果的应用.     

具有旋转对称性n点群的运动系统研究

本文给出了具有旋转对称性分布的 n点群运动系统的轨迹方程 ,讨论了对称 n点相遇时间的简便算法 .     

含结构变点无限方差序列的伪回归检验

基于最小二乘回归理论,研究了含结构变点无限方差序列的伪回归检验.结果表明,对两列含结构变点无限方差序列进行线性回归分析时,当两序列尾部指数之和小于1.5时,无论结构变点位置是否相同,t检验统计量均发散,导致伪回归现象的出现.究其原因,结构变点增加了回归误差的持久性,从而产生伪回归.蒙特卡罗数值模拟结果表明,伪回归现象不仅受序列尾部指数的影响,且对结构变点的位置敏感.     

Gross曲线的一些算术性质

本文研究一类特殊Gross曲线的算术性质,建立Selmer群以及增大的Selmer群和域扩张的Galois群之间的联系,并刻画了曲线在局部域上有理点的部分结构信息.     

多体机械手的一般动力学模型

本文建立了多体机械手的一般动力学方程.设多体系统是由任意数目的刚体组成的树形拓扑结构,并认为铰是柱铰链,允许具有相对转动和滑动.考虑到实际问题中摩擦力的影响,采用Newton-Euler方法,建立了运动方程.进一步通过构造分配矩阵,将动力学方程分离,得到了一组实用的力方程和运动方程.     

The Melnikov criterion of instability for random rocking dynamics of a rigid block with an attached secondary structure

In this paper we investigate the effect of structural flexibility on rocking motion of a system consisting of a free standing rigid block with an attached chain of uniaxially moving point masses. Motion is excited by random acceleration of the ground; instability is associated with overturning of the overall structure. The condition of instability is constructed by the stochastic Melnikov method. We demonstrate a twofold effect of structural flexibility on the rocking response. The attached structure may increase the critical angular displacement and velocity in comparison with the similar parameters of the single rigid block. At the same time, the enlargement of the domain of stability enhances the contribution of the random perturbation in the Melnikov process. As a result, a lower level of random forcing can result in overturning of the structure. As an example, an effect of a single-mass secondary structure on the dynamic behavior of the system is discussed. The paper is restricted to the consideration of seismic vulnerability of the structure. A similar approach can be applied to systems with wind or wave excitation.     

On the motion of a rigid body immersed in a bidimensional incompressible perfect fluid

We consider the motion of a rigid body immersed in a bidimensional incompressible perfect fluid. The motion of the fluid is governed by the Euler equations and the conservation laws of linear and angular momentum rule the dynamics of the rigid body. We prove the existence and uniqueness of a global classical solution for this fluid–structure interaction problem. The proof relies mainly on weighted estimates for the vorticity associated with the strong solution of a fluid–structure interaction problem obtained by incorporating some viscosity.     

Singular forces in the immersed interface method for rigid objects in 3D

In the immersed interface method, a boundary immersed in a fluid is represented as a singular force in the Navier–Stokes equations. An explicit approach was proposed recently for determining the singular force for the boundary of a rigid object with prescribed motion in 2D [Sheng Xu, The immersed interface method for simulating prescribed motion of rigid objects in an incompressible viscous flow, J. Comput. Phys. 227 (2008) 5045–5071]. Necessary formulas for extending the approach to 3D are derived in this work. With the implementation of these formulas, the immersed interface method can accurately, stably, and efficiently simulate the prescribed motion of rigid objects in 3D.     

Integrated measurement system using accelerometers and gyros as peripheral sensors to estimate the motional state of an elastic beam

Integrated navigation devices for vehicle guidance are the most common example of an integrated motion measurement system combining the signals from an inertial measurement unit (IMU consisting of three accelerometers and three gyros) and a GPS receiver with a single antenna. For this, the vehicle is traditionally assumed to be a single rigid body with six motional degrees of freedom to be determined. During periods of low vehicle dynamics the common integrated navigation systems show, however, stability problems. Nevertheless, the stability of the system can be guaranteed by distributing sensors over the vehicle structure. In this case the rigid body assumption has to be expanded to take the distributed sensors and the flexibility of the structure into account. Integrated systems in general are fusing different measuring signals by combining their benefits and blinding out their disadvantages. For instance, gyros and accelerometers are used to obtain reliable signals with a good time resolution. On the other hand, aiding sensors like radar units and strain gauges are known to be long-term accurate. Furthermore, the kernel of such integrated systems consists of an extended Kalman filter that estimates the motion state of the structure. Besides the sensor signals, the basis for the filter is an additional kinematical model of the structure which has to be developed individually. The example of the motion of an elastic beam being considered here is meant to be an approach to obtain motional measurements of a wing of a large airplane during flight. By means of a modal approach, a kinematical model of the beam was developed. This paper will compare integrated systems utilising accelerometers as peripheral sensors with systems using gyros and systems with a combination of both peripheral sensor types. Based on simulation the paper shows this approach, different sensor configurations, and estimated motion results of an elastic beam. (© 2008 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)     

Rigid Body Dynamics Using Clifford Algebra

In this paper the dynamics of rigid bodies is recast into a Clifford algebra formalism. Specifically, the algebra Cℓ(0, 6, 2), is used and it is shown how velocities, momenta and inertias can be represented by elements of this algebra. The equations of motion for a rigid body are simply derived by differentiating the momentum of the body.     

On the cycling operation in braid groups

The cycling operation is a special kind of conjugation that can be applied to elements in Artin’s braid groups, in order to reduce their length. It is a key ingredient of the usual solutions to the conjugacy problem in braid groups. In their seminal paper on braid-cryptography, Ko, Lee et al. proposed the cycling problem as a hard problem in braid groups that could be interesting for cryptography. In this paper we give a polynomial solution to that problem, mainly by showing that cycling is surjective, and using a result by Maffre which shows that pre-images under cycling can be computed fast. This result also holds in every Artin-Tits group of spherical type, endowed with the Artin Garside structure.On the other hand, the conjugacy search problem in braid groups is usually solved by computing some finite sets called (left) ultra summit sets (left-USSs), using left normal forms of braids. But one can equally use right normal forms and compute right-USSs. Hard instances of the conjugacy search problem correspond to elements having big (left and right) USSs. One may think that even if some element has a big left-USS, it could possibly have a small right-USS. We show that this is not the case in the important particular case of rigid braids. More precisely, we show that the left-USS and the right-USS of a given rigid braid determine isomorphic graphs, with the arrows reversed, the isomorphism being defined using iterated cycling. We conjecture that the same is true for every element, not necessarily rigid, in braid groups and Artin-Tits groups of spherical type.