Time control point strategy coupled with transfer coordination in bus schedule design

A schedule consisting of an appropriate arrival time at each time control point can ensure reliable transport services. This paper develops a novel time control point strategy coupled with transfer coordination for solving a multi‐objective schedule design problem to improve schedule adherence and reduce intermodal transfer disutility. The problem is formulated using a robust mixed‐integer nonlinear programming model. The mixed‐integer nonlinear programming model is equivalently transformed into a robust mixed‐integer linear programming model, which is then approximated by a deterministic mixed‐integer linear programming model through Monte Carlo simulation. Thus, the optimal scheduled arrival time at each time control point can be precisely obtained using cplex . Numerical experiments based on three bus lines and the mass rapid transit system in Singapore are presented, and the results show that the schedule determined using the developed model is able to provide not only reliable bus service but also a smooth transfer experience for passengers. Copyright © 2016 John Wiley & Sons, Ltd.     

On the existence of stationary states in general road networks

Our daily driving experience and empirical observations suggest that traffic patterns in a road network are relatively stationary during peak periods. In numerous transportation network studies, there has been an implicit conjecture that stationary states exist in a network when origin demands, route choice proportions, and destination supplies are constant. In this study, we first rigorously formulate the conjecture within the framework of a network kinematic wave theory with an invariant junction model. After defining stationary states, we derive a system of algebraic equations in 3-tuples of stationary link flow-rates, demands, and supplies. We then introduce a new definition of junction critical demand levels based on effective demands and supplies. With a map in critical demand levels, we show that its fixed points and, therefore, stationary states exist with the help of Brouwer’s fixed point theorem. For two simple road networks, we show that the map is well-defined and can be used to solve stationary states with a brute-force method. Finally we summarize the study and present some future extensions and applications.     

某货船舵系修理实践创新与研究

对某船舵系的修理过程、修理工艺进行了详细的叙述,介绍了某些关键工序中新工艺的创新使用,并对其效果进行了验证,以便今后在货船舵系修理中借鉴。     

液压锚机齿轮质量问题探讨

针对船舶液压锚机在检验过程中暴露的质量问题,从齿轮表面质量、齿轮啮合不正常磨损及齿轮啮合噪声等4个方面进行讨论分析,提出相应的解决措施。     

D值法反弯点高度EXCEL表的研制

文中推导补充了倒三角形荷载下的标准反弯点公式。对顶点集中荷载、均布荷载、倒三角形荷载下的标准反弯点公式及上、下层梁线刚度改变,上、下层柱高度改变时反弯点高度比的修正公式进行了验算,编制了EXCEL表格,以及通过算例验证了计算表格的正确性。     

某型不平衡式发射装置泄放提前对出管速度的影响

通过简化气动不平衡发射原理,建立数学模型通过仿真计算得出不同发射深度及不同提前泄放距离对武器出管速度的影响程度,为空气发射系统阀件的陆上或艇上联调试验时的安全对水深状态调整仪的调整提供判断依据。     

提速车弹性节点刚度测试问题的探讨

通过对25T型提速客车用SW—220K型转向架弹性节点刚度检测方法的分析、比较,发现弹性节点采用不同检测方法对其刚度检测结果影响非常大;另外,鉴于我国橡胶制品刚度检测没有标准可循,给产品符合性检验带来不便,为了正确评判产品质量,针对弹性节点刚度检测方法提出了几点建议。     

穿越既有线超浅埋暗挖通道的质量监控

近年来,采用浅埋暗挖法修建的地下工程越来越多,它与明挖法、盾构法一样为地下工程的主要施工方法之一,而在超浅埋地层穿越既有线中采用暗挖法施工在国内是罕见的。本文重点介绍了我公司项目监理部在长春北站房地下通道的施工监理过程中,针对该工程超浅埋的特点,以新奥法的基本原理为基础,所采用的超浅埋暗挖法的控制重点及其质量监控措施。通过有效监控,既成功地保证了地下通道穿越了既有线路,保证了铁路运营的安全,同时也使该工程的质量达到优良标准,为今后穿越既有线超浅埋暗挖法施工的质量控制积累了经验。该工程的成功建成得到了业主及社会各方的高度评价。     

C~(++)实时数控系统程序的研制

对计算机数控系统的系统程序统一采用C~(++)语言进行设计,其中采样插补程序采用浮点运算。实践证明,该方案有效,可行,即加快了研制速度,又使软件系统便于扩充与维护。     

超高能γ射线与红外辐射光子的相互作用

本文通过对超高能γ射线与太阳系周围的氢云的红外辐射相互作用的讨论，说明考虑到氢云的不均匀性，如果氢云的红外辐射温度有３０Ｋ左右，氢云直径为１８０ｐａｒｓｅｃｓ，这种相互作用就可以用来解释近年来所发现的某些超高能γ射线点源信息缺乏的现象。