网络团购的定价与收益协调策略研究

如何实现团购网站和团购参与商家之间的双赢是我国网络团购目前面临的一大挑战性问题。结合我国网络团购的特点,构建团购网站和商家之间定价与收益分配的博弈模型,针对博弈结果运用纳什谈判模型给出协调策略。最后,通过数值算例分析主要参数的变化对价格与收益的影响。结果表明,敏感市场的规模和团购网站的广告效应越大、商品的单位成本越小、开展网络团购对商家和团购网站越有利。     

Recursive partition and amalgamation with the exponential family: Theory and applications

The theory of tree-growing (RECPAM approach) is developed for outcome variables which are distributed as the canonical exponential family. The general RECPAM approach (consisting of three steps: recursive partition, pruning and amalgamation), is reviewed. This is seen as constructing a partition with maximal information content about a parameter to be predicted, followed by simplification by the elimination of ‘negligible’ information. The measure of information is defined for an exponential family outcome as a deviance difference, and appropriate modifications of pruning and amalgamation rules are discussed. It is further shown how the proposed approach makes it possible to develop tree-growing for situations usually treated by generalized linear models (GLIM). In particular, Poisson and logistic regression can be tree-structured. Moreover, censored survival data can be treated, as in GLIM, by observing a formal equivalence of the likelihood under random censoring and an appropriate Poisson model. Three examples are given of application to Poisson, binary and censored survival data.     

基于QUALIFLEX和LINMAP的简化中性犹豫模糊多属性决策方法

在处理多属性决策问题中,QUALIFLEX是一种非常有用的排序算法。针对属性取值为简化中性犹豫模糊集的多属性决策问题,提出了SNHFS-QUALIFLEX算法。另外考虑到属性权重不确定的情况,将LINMAP扩展到简化中性犹豫模糊集中,定义了符号距离,建立了最优数学规划模型来确定属性权重。最后将SNHFS-QUALIFLEX方法应用到多属性决策实例中,并验证了其可行性和有效性。     

基于收益共享机制的干支线衔接运输联合定价模型

在班轮运输网络中,支线运输与干线运输具有互补性,干线承运人与支线承运人之间的合作能够为托运人提供更高的便利度和更完善的运输服务。本文在考虑可替代运输路径之间竞争关系的基础上,研究干支线衔接路径的定价问题,在运输链纵向一体化和分散化两种结构下,构建Bertrand博弈模型研究上下游承运人的均衡运价。同时,设计合理的收益共享机制,使承运人在分散结构的运输系统中仍能实现运输链的协调。     

Homogeneous Einstein-like metrics on symmetric spaces

In this paper, we study homogeneous Einstein-like metrics on the compact irreducible symmetric space M, which is not isometric to a compact Lie group and has rank greater than 1. Whenever there exists a closed proper subgroup G′ of G = Isom_0(M) acting transitively on M, we find all the G′-invariant A-metrics and B-metrics on M. More precisely, we prove that G′-invariant metrics on M must be A-metrics, and G′-invariant B-metrics on M are always Einstein.     

碳钢表面微弧氧化膜的制备及摩擦磨损性能研究

在碳钢表面利用微弧氧化技术分别在以铝酸盐和硅酸盐为主的电解液体系中制备了氧化膜.用扫描电子显微镜(SEM)、能谱仪(EDS)和X射线衍射仪(XRD)研究了两种氧化膜的结构、元素含量及分布和相组成;用往复摩擦试验机评价了氧化膜的摩擦磨损性能,并对膜层和对偶表面的磨痕进行了表征.结果表明:铝酸盐体系中制得的微弧氧化膜主要由Fe3O4和铁铝尖晶石(Fe Al2O4)组成,而硅酸盐体系制得的微弧氧化膜成膜元素为Fe、Si和O,并且以非晶态存在.干摩擦条件下,铝酸盐体系中制备的微弧氧化膜具有比硅酸盐体系中制备的微弧氧化膜更低的摩擦系数和磨损率,这是由于铝酸盐中制备的氧化膜含有的Fe3O4在摩擦过程中向对偶发生了一定程度的转移,起到了减摩抗磨的作用.     

垫层的E/d对水电站蜗壳结构的影响分析

利用ANSYS大型有限元软件,建立垫层蜗壳结构的三维有限元模型,研究了结构自重和内水压力作用下垫层弹性模量与厚度比值E/d对水电站蜗壳结构的影响,给出了蜗壳外围混凝土、蜗壳以及座环的特性随垫层E/d变化的规律。结果表明:在有垫层区,蜗壳外围混凝土承载比、与蜗壳接触处混凝土切向应力随垫层E/d增大而增大,蜗壳应力以及最大相对变形量随垫层E/d的增大而减小,当垫层E/d确定时蜗壳结构外围混凝土承载比、与蜗壳接触处混凝土切向应力、蜗壳和座环应力以及蜗壳变形量一定,不会随E或d的变化而变化;在无垫层区,蜗壳外围混凝土承载比、与蜗壳接触处混凝土切向应力、蜗壳应力变形与垫层E/d无关。     

机械系统摩擦动力学研究进展

摩擦环节对机械系统动力学行为有重要、甚至可能是关键的影响. 深入研究摩擦及摩擦动力学特点,对于解决机械系统中摩擦带来的不利影响, 发挥其有利作用, 是非常重要的. 本文介绍和评述了机械系统摩擦动力学的研究进展, 包括常用的摩擦模型及其特性, 摩擦系统自激振动、强迫振动和摩擦振动控制等. 除理论研究方法之外, 重点讨论了制动噪声振动、摩擦耗能和多领域摩擦振动控制等摩擦动力学的应用研究.     

飞行器变后掠过程非定常气动特性形成机理

可变体飞行器变后掠过程中的时变气动力与力矩特性对于飞行安全具有重要意义,是亟待深入研究的基础问题.通过风洞实验对其开展了研究,揭示了可变体飞行器变后掠引起的气动特性动态迟滞现象及滞回环大小与方向的影响因素.基于风洞实验结果和力学中一些重要概念,提出了3种物理效应:流场迟滞效应、附加运动效应、固壁牵连效应,以此定性与定量论证了可变体飞行器变后掠过程中非定常气动特性的形成机理.除了能解释实验现象,这一机理研究亦可用于后续可变体飞行器变后掠过程中的气动特性建模.     

THE ZONAL DISINTEGRATION MECHANISM OF SURROUNDING ROCK AROUND DEEP SPHERICAL TUNNELS UNDER HYDROSTATIC PRESSURE CONDITION: A NON-EUCLIDEAN CONTINUUM DAMAGE MODEL

A new non-Euclidean continuum damage model is proposed to investigate the zonal disintegration phenomenon of the surrounding rocks around deep spherical tunnels under hydrostatic pressure condition as well as the total elastic stress field distributions.The elastic stress fields of the surrounding rocks around deep spherical tunnels under hydrostatic pressure condition are obtained.If the elastic stresses of the surrounding rocks satisfy the strength criterion of the deep rock masses,the number,size and location of fractured and nonfractured zones are determined.The efect of physico-mechanical parameters of the surrounding rocks on the zonal disintegration phenomenon is studied and numerical computation is carried out.It is found from numerical results that the number,size and location of fractured and non-fractured zones are sensitive to the physico-mechanical parameters of the surrounding rocks.