元分维曲线滑动窗口尺寸自动判定方法与应用

基于地图目标在空间形态上存在的内部差异性和邻近趋同性,在其分形分析中引入了元分维模型的思想。该模型是对传统分形分析的方法扩展,在其建立过程中滑动窗口决定着空间单元的局部影响范围,因此该窗口尺寸成为元分维模型构建的重要参数之一。在前期基于地图目标元分维模型的研究中,滑动窗口大小主要通过人为判断选取,没有考虑地图目标本身的形态结构特点,缺乏科学的定量化指标判定原则,因此存在随意性和执行效率低等问题。本文以地图线目标的元分维模型,即元分维曲线为主要研究对象,通过对其分维扩展的尺度分析,在倒置的Logistic模型函数拟合的基础上提出了一种自动确定滑动窗口尺寸的定量方法,并将该方法应用到对长江河道形态特征的分析研究中,验证了其可行性和合理性。

多分维分形曲线维数计算的小波方法

在Massopust结果的基础上,引入多分维分形曲线定义来刻画分形曲线的局部分维特征,采用小波阈值去噪方法将分形函数从噪音污染的数据中分离出来,得到了基于小波去噪处理后的分形曲线维数计算式,并可自然地应用于局部化维数的计算.计算结果表明,在无噪音情况下,小波系数在高分辨率水平上可以刻画分形曲线的维数;随机噪音在更高分辨级上使得小波系数失真,而在相对较低分辨率水平上分形曲线的分形维数都几乎保留在小波系数中.仿真算例验证了方法的有效性.

基于分维与粒子群的裂纹扩展在线监测

采用分形计盒维数计算模拟裂纹扩展信号的分维数,运用改进的能量差法自动拾取断裂信号的初至时间,依据时间差定位方法(TDOA)的原理和适应度函数,采用粒子群优化算法(PSO)得到最终的定位结果。试验采用均质的有机玻璃,用铅笔芯断裂信号来模拟裂纹扩展信号,通过在3个已知坐标点做若干次铅笔芯断裂试验,最终得到的定位结果显示,依据时差法原理,采用分形计盒维数与粒子群优化算法的定位方法有其可行性,准确度较好。此方法给结构损伤的定位提供了一个新的思路。

静力触探曲线的分形分析

静力触探曲线是一种常见的原位测试图形，由于该图形的不规则性及复杂性，长期以来，研究者们一直没有对它进行定量研究。本文从分形几何的观点出发，通过对静力触探曲线的变尺度测量实验，着重对测量结果进行了统计分析，结果表明，静力触探曲线是分形曲线，曲线分维成为反映曲线复杂程度恰当的统计特征量。同时指出，曲线分形维数与地层力学性质及硬层与软弱夹层数目密切相关，是地层沉积环境。

静力触探曲线的分形分析

静力触探曲线是—种常见的原位测试图形,由于该图形的不规则性及复杂性,长期以来,研究者们一直没有对它进行定量研究。本文从分形几何的观点出发,通过对静力触探曲线的变尺度测量实验,着重对测量结果进行了统计分析,结果表明,静力触探曲线是分形曲线,曲线分维成为反映曲线复杂程度恰当的统计特征量。同时指出,曲线分形维数与地层力学性质及硬层与软弱夹层数目密切相关,是地层沉积环境,沉积方式等因素的综合反映。

Higher-Dimensional Integrable Systems Arising from Motions of Curves on S^2(R)and S^3(R)

We show that higher-dimensional integrable systems including the (2+1)-dimensional generalized sine-Gordon equation and the (2+1)-dimensional complex mKdV equation are associated with motions of surfaces inducedby endowing with an extra space variable to the motions of curves on S^2(R) and S^3(R).

On Differential Equations Describing 3-Dimensional Hyperbolic Spaces

In this paper, we introduce the notion of a （2＋1）-dimenslonal differential equation describing three-dimensional hyperbolic spaces （3-h.s.）. The （2＋1）-dimensional coupled nonlinear Schrodinger equation and its sister equation, the （2＋1）-dimensional coupled derivative nonlinear Schrodinger equation, are shown to describe 3-h.s, The （2 ＋ 1 ）-dimensional generalized HF model：St=（1/2i[S,Sy]＋2iσS）x,σx=-1/4i tr（SSxSy）, in which S ∈ GLc（2）/GLc（1）×GLc（1）,provides another example of （2＋1）-dimensional differential equations describing 3-h.s. As a direct con-sequence, the geometric construction of an infinire number of conservation lairs of such equations is illustrated. Furthermore we display a new infinite number of conservation lairs of the （2＋1）-dimensional nonlinear Schrodinger equation and the （2＋1）-dimensional derivative nonlinear Schrodinger equation by a geometric way.

Analytical Algorithms for the Blend Ratios by Fibre-bundle Tensile Curves Part Ⅱ: Calculations of the Modulus Method and the Percentage Method

The principles for the modulus method and the percentage method are established and discussed in the part following Part Ⅰ of the series papers, in which we proposed the various algorithms of the strength method and the work method. The samples of Wool/PET blended fibre bundles, the method of fibre-bundle tensile tests and the typical specific stress-extension curves from the fibre bundles with different blend ratios are the same as in Part Ⅰ. It can be found that the theoretical results estimated by the modulus and percentage methods accord with the experimental values highly though the calculations of the two methods are slightly more complex than those of the strength and work methods. Especially, using the modulus method can not only avoid the influence of the error caused by the determination of the tensile curve of no fibre breaking in stretching, Y(e), but also need not to know the tensile curves of mono-component fibre bundles in certain calculation. The latter advantage of the modulus method exists in the percentage method too, but it should adopt the improved calculation of ones.

Analytical Algorithms for the Blend Ratios by Fibre-bundle Tensile Curves Part I: Typical Tensile Curve and the Strength and Work Methods

The blend ratio and tensile properties are vital important characteristics of blended fibre bundles. Fibre-bundle tensile behaviour has been measured by means of the Sirolan-Tensor in order to derive a typical specific stress — extension curve. According to the typical tensile curve, the relationships between the blend ratio and the tensile parameters are discussed and established. Two new algorithms, so-called the strength method and the work method, have been developed for the blend-ratio estimation of blended fibre bundles. The relevant blend-ratios and calculations of the two methods are defined in detail. Also, the characteristics have been explained for every calculation and compared to each others. The experimental results show that the blend ratios estimated from the theoretical methods are high coincidence with the measured results. Meanwhile, the specific stress — extension curve of blended fibre bundles depends directly on the blend ratios of the fibre bundles.

Hydraulic Properties Analysis of the Unsaturated Cracked Soil

Morphological parameters of cracks significantly affect the hydraulic conductivity of cracked soil. A laboratory test was conducted to study the hydraulic properties of cracks. The dynamic development of cracks in soil during drying and wetting was measured in the test. Based on the test results, the relationships between the morphological parameters and the soil water content were quantified. According to the fractal model, the soil-water characteristic curve(SWCC) and permeability functions for the cracked soil were predicted based on the dynamical development process of the cracks. A crack-pore dual media model was established to simulate the ponding infiltration in the unsaturated cracked soil. The variations of the pore water pressure in different part of the fractal model are quite different due to the impact of the cracks. This result illustrates that the prediction of the hydraulic properties for the cracked soil is reasonable.