不同阶段的轨道交通定价模型研究

公共交通票价制定的合理与否对引导出行者出行方式选择,充分发挥各交通方式的效能具有重要作用。将出行者公交出行成本分为货币成本、时间成本和舒适性成本,确定各成本影响居民出行决策的权重。以轨道交通发展为轴线,基于城市轨道交通在不同发展阶段的差异性,研究不同阶段适用的定价模型,最后以南京市为例进行模型验证。     

Rigid finite element method in applications to dynamic optimization of motion of a riser in reentry

Overloading of a riser, with possible subsequent damage, can be caused when the bottom end of the suspended riser encounters an obstacle during its relocation realized in reentry. Such collisions can be avoided by appropriate horizontal and vertical displacements of the riser, which can be realized by planning the motion of the base or use of Heave Compensation Systems − HCS. Simulation tasks concerned with this problem can be solved by use of numerically effective models of a riser's dynamics and optimization methods. The model of dynamics of a riser presented in this paper and formulated by means of the rigid finite element method (RFEM) is validated against experimental measurements and calculation results presented by other researchers. Due to its very good numerical effectiveness, the model is then applied to the solution of two optimization problems. The first optimization task consists in choosing the horizontal displacements of the upper end of the riser so that the bottom end of the riser is positioned as closely as possible to the final position with reduced vibrations at the end of the base motion. In the second task the upper end of the riser is moved vertically in such a way that the bottom end of the riser stays at a safe distance from an obstacle during riser relocation. The results of optimization simulations for a number of cases are presented and discussed.     

高速铁路钢箱拱桥动力特性及模型简化研究——以南广高铁西江特大桥为例

为了提高该钢拱桥动力特性的数值模拟精度和效率,针对目前复杂变截面结构普遍处理方法的弊端,自主编写开发出一款截面特性精确求解程序。以肇庆西江特大钢拱桥为工程背景,结合ANSYS软件分析研究该钢拱桥全桥模型和两种桥面系简化模型的自振特性,对该桥在地震波作用下的结构响应进行分析。研究结果表明:(1)采用提出的方法建立的模型的自振特性更接近实测值;(2)提出的模型简化理论在提高效率的同时可以保证分析精度;(3)全桥结构在三向埃尔森特罗地震波作用下除桥面跨中位置外没有发生较大位移变形。     

Dynamic user equilibrium in public transport networks with passenger congestion and hyperpaths

This paper presents a dynamic user equilibrium for bus networks where recurrent overcrowding results in queues at stops. The route-choice model embedded in the dynamic assignment explicitly considers common lines and strategies with alternative routes. As such, the shortest hyperpath problem is extended to a dynamic scenario with capacity constraints where the diversion probabilities depend on the time at which the stop is reached and on the expected congestion level at that time. In order to reproduce congestion for all the lines sharing a stop, the Bottleneck Queue Model with time-varying exit capacity, introduced in Meschini et al. (2007), is extended. The above is applied to separate queues for each line in order to satisfy the First-In-First-Out principle within every attractive set, while allowing overtaking among passengers with different attractive sets but queuing single file. The application of the proposed model to a small example network clearly reproduces the formation and dispersion of passenger queues due to capacity constraints and thus motivates the implementation of the methodology on a real-size network case as the next step for future research.     

基于Lingo的站场土石方调配系统模型与应用

以土石方调配系统的总费用最低为目标,建立通用的站场土石方调配问题的数学模型.由于土石方调配问题可以归结为一个线性规划问题,而Lingo软件是一种专门用于求解数学规划问题的优化计算软件,可用于求解线性规划和整数规划问题,将该软件应用于站场土石方调配领域,并通过一算例进行了验证.结果表明,运用Lingo软件解决土石方调配问题具有显著的优越性,是解决大规模土石方调配问题的有效途径.     

城市公共自行车租赁点布局优化模型

为了寻找公共自行车租赁点的最优布局,从居民出行需求和交通设施供给角度出发,分析了目前公共自行车的使用特征与问题,建立由自适应遗传算法和方式分担交通分配组合反馈模型组成的双层模型进行求解,得到最优布局方案使得区域出行成本和公共自行车系统设施建设成本最小.通过实例对模型进行验证.结果表明：该模型能够有效解决城市公共自行车租赁点的布局问题.     

求解价格控制问题的旋转算法

旋转算法是一种求解线性不等式组以及线性规划的方法,区别于传统的单纯形法,该算法是基于行处理的方式,可以将不同的约束条件分别处理,因此可以求解价格控制问题、线性多层规划,以及线性一主多从有关联的stackelberg—nash均衡等问题．如果采用“自上而下”的方法来求解价格控制问题,可以通过增加分割约束集的割平面的方法计算全局最优解．算例证明了该方法用于求解线性主从递阶决策问题是简便有效的．     

我国足彩业发展营销对策研究——以动态凯利指数实力对比投注法为基础

本文阐述了动态凯利指数实力对比投注法的内容和使用方法,此方法是精准率高的足球彩票投注方法。对此方法进行推广,应用于我国的足彩业以及体育彩票业,并运用建立数据库和收索引擎、进行契约式联合投注、建立专门的彩票业商业信息机构等营销对策,将大力发展我国的足彩业以致体育彩票业。     

强夯路基连续检测与质量控制方法的研究

将压实过程监控系统（CPMS）应用于强夯路基连续检测中,结果表明,该方法可为路基工程质量控制提供有效手段。     

强夯法在尾矿路基处理中的应用

强夯法在地基处理中具有加固作用快、工程造价低、施工方法简便等优点。结合长株潭防洪景观道路工程湘潭段尾矿路基的强夯处理工程实例,对尾矿路基处理中强夯法的应用及其效果进行阐述。