Almost resolvable maximum packings of complete graphs with 5-cycles

Let X be the vertex set of K_nA k-cycle packing of K_n is a triple (X,C,L), where C is a collection of edge disjoint k-cycles of K_n and L is the collection of edges of K_n not belonging to any of the k-cycles in C. A k-cycle packing (X,C,L) is called resolvable if C can be partitioned into almost parallel classes. A resolvable maximum k-cycle packing of K_n, denoted by k-RMCP(n), is a resolvable k-cycle packing of K_n, (X,C,L), in which the number of almost parallel classes is as large as possible. Let D(n, k) denote the number of almost parallel classes in a k-RMCP(n). D(n, k) for k = 3, 4 has been decided. When n ≡ k (mod 2k) and k ≡ 1 (mod 2) or n ≡ 1 (mod 2k) and k ∈{6, 8, 10, 14}∪{m: 5≤m≤49, m ≡ 1 (mod 2)}, D(n, k) also has been decided with few possible exceptions. In this paper, we shall decide D(n, 5) for all values of n≥5.     

Tomographic Approach in Three-Orthogonal-Basis Quantum Key Distribution

At present, there is an increasing awareness of some three-orthogonal-basis quantum key distribution protocols, such as, the reference-frame-independent (RFI) protocol and the six-state protocol. For secure key rate estimations of these protocols, there are two methods: one is the conventional approach, and another is the tomographic approach. However, a comparison between these two methods has not been given yet. In this work, with the general model of rotation channel, we estimate the key rate using conventional and tomographic methods respectively. Results show that conventional estimation approach in RFI protocol is equivalent to tomographic approach only in the case of that one of three orthogonal bases is always aligned. In other cases, tomographic approach performs much better than the respective conventional approaches of the RFI protocol and the six-state protocol. Furthermore, based on the experimental data, we illustrate the deep connections between tomography and conventional RFI approach representations.     

基于图像相关分析的狗骨式钢框架子结构试验节点区变形场测量

为研究狗骨式钢框架子结构节点区域在循环荷载作用下的损伤演化规律,采用图像相关技术对3榀、3层、单跨1/3缩尺的狗骨式钢框架子结构底层节点区域的应变场及变形进行了监测,重点分析了不同循环加载方式作用下狗骨式节点区域的应变场、节点域剪切变形的历程,并与传统测试方法所记录结果进行了对比。研究结果表明,加载方式对狗骨式钢框架子结构节点区域的变形、应变及其损伤程度均有显著影响;图像相关技术可获得节点区域的变形及应变场,较传统测试方法更具优势;测点峰值应变及变形同传统方法测试结果吻合良好。     

Construction of two-direction tight wavelet frames

We investigate the construction of two-direction tight wavelet frames First, a sufficient condition for a two-direction refinable function generating two-direction tight wavelet frames is derived. Second, a simple constructive method of two-direction tight wavelet frames is given. Third, based on the obtained two-direction tight wavelet frames, one can construct a symmetric multiwavelet frame easily. Finally, some examples are given to illustrate the results.     

三维欧氏空间中的几类特殊球面曲线

利用曲线的球面活动标架,通过解微分方程,给出了三维欧氏空间中几类特殊球面曲线的特征和分类.     

Framework for non-coherent interface models at finite displacement jumps and finite strains

This paper deals with a novel constitutive framework suitable for non-coherent interfaces, such as cracks, undergoing large deformations in a geometrically exact setting. For this type of interface, the displacement field shows a jump across the interface. Within the engineering community, so-called cohesive zone models are frequently applied in order to describe non-coherent interfaces. However, for existing models to comply with the restrictions imposed by (a) thermodynamical consistency (e.g., the second law of thermodynamics), (b) balance equations (in particular, balance of angular momentum) and (c) material frame indifference, these models are essentially fiber models, i.e. models where the traction vector is collinear with the displacement jump. This constraints the ability to model shear and, in addition, anisotropic effects are excluded. A novel, extended constitutive framework which is consistent with the above mentioned fundamental physical principles is elaborated in this paper. In addition to the classical tractions associated with a cohesive zone model, the main idea is to consider additional tractions related to membrane-like forces and out-of-plane shear forces acting within the interface. For zero displacement jump, i.e. coherent interfaces, this framework degenerates to existing formulations presented in the literature. For hyperelasticity, the Helmholtz energy of the proposed novel framework depends on the displacement jump as well as on the tangent vectors of the interface with respect to the current configuration – or equivalently – the Helmholtz energy depends on the displacement jump and the surface deformation gradient. It turns out that by defining the Helmholtz energy in terms of the invariants of these variables, all above-mentioned fundamental physical principles are automatically fulfilled. Extensions of the novel framework necessary for material degradation (damage) and plasticity are also covered.     

Dynamic buckling of partially-sway frames with varying stiffness using catastrophe theory

This work deals with the static and dynamic stability analysis of imperfect partially-sway frames with non-uniform columns. The examined two-bar frames are elastically supported and subjected to an eccentrically vertical load at their joint. Through a linear stability analysis, the effect of the taper ratio of the column cross-section on the buckling capacity of the partially-sway frame is thoroughly discussed. Using a non-linear method an accurate formula has been established for determining the exact asymmetric bifurcation point associated with the maximum load carrying capacity. These findings have been re-derived more readily using Catastrophe Theory (CT) and considering the frame as a one degree-of-freedom (1-DOF) system through an efficient technique. A local analysis allows us to classify, after reduction, the total potential energy (TPE) function of the system to one of the seven elementary Thom׳s catastrophes (with known properties) and to obtain static and dynamic singularity as well as bifurcational sets. It has been found that geometrical and loading imperfections, which are always present in structural engineering problems, have a significant effect on the dynamic buckling loads. The efficiency of the present approach is illustrated via several examples, while results from finite element analyses are in good agreement with the analytical solution presented herein.     

基于遗传退火混合算法的弹性地基上框架结构参数识别研究

对传统的简单遗传算法(GA)进行了改进,融合模拟退火技术(SA)的思想,建立了遗传模拟退火算法(GASA)的串行结构.GA采用群体并行搜索,通过概率意义下基于"优胜劣汰"思想的群体遗传操作来实现优化.SA采用串行优化结构,赋予搜索过程一种时变最终趋于零的概率突跳性,避免局部极小并最终趋于全局最优.两者的结合提高了遗传算法的全局搜索能力.本文对一实验室中弹性地基上框架结构进行了逐层模态实验研究,得到了四种工况下的模态频率和振型.首先对利用GASA算法对退火参数进行了优选,SA部分中的退温参数g和扰动幅度参数η对搜索效率及全局搜索能力具有重要的影响;然后对四种工况下混凝土的弹性模量和地基的动剪模量进行了识别,并与灵敏方法识别结果进行了对比,得到了结构物理参数随着结构浇注层数的增加而上升的规律,识别得到的弹性模量比回弹法结果偏大,与结构的静模量和动模量的区别有关.以上方法及其应用对于结构的健康监控具有现实的意义.     

圆形三向网架非线性动力稳定性分析

用拟板法将网架简化为平板,给出表层应变与中面位移的非线性关系．根据薄板的非线性动力学理论,建立了在直角坐标系中三向网架的非线性动力学方程,又将此方程转化为极坐标系轴对称非线性动力学方程．在周边固定条件下,引入异于等厚度板的无量纲量,对基本方程无量纲化．利用Galerkin法得到一个三次非线性振动方程,在无外激励情况下,讨论了稳定性与分岔问题．在外激励情况下,用Melnikov方法研究了圆形三向网架可能发生的混沌运动．通过数字仿真绘出了发生混沌的相平面图．     

H2SiCl2分子Si-H振动"基座"SiCl2的有效质量

用傅立叶变换光谱仪和激光腔内吸收光谱仪记录了H2SiCl2分子2000～9000和12000～12900 cm-1的红外吸收光谱.依据局域模理论的非谐性耦合非谐振子(ACAO)模型,分析并拟合了Si-H的对称伸缩振动和反对称伸缩振动,得到描述Si-H伸缩振动的Morse离解能De 、 Morse振子参数α和键振子势能耦合系数frr′.分析中忽略了SiCl2"基座"对Si-H伸缩振动的影响,拟合结果与实验值符合的很好,拟合方差小于 1 cm-1,表明这一近似是可取的.分析拟合结果表明, Si-H振动时"基座"SiCl2的有效质量为75.