铁路行车调度实训全场景仿真系统研究

针对日常正常运行的CTC设备上没有办法按照实景设置、也无法完成应急处置过程演练的问题,研发铁路行车调度实训仿真系统,实现列车模拟运行和常见行车设备故障、自然灾害、线路事故等非正常情况的仿真设置,实现列车调度员与司机、工务、电务、供电等现场工作人员的模拟交互,全过程反映处置过程和作业标准执行情况,并能进行科学、客观、一致的考核评价,提高列车调度员在非正常情况下的行车指挥水平。     

软基地区两侧绿化填土对已建道路的影响分析

新时期下,公路除了具有基本的交通功能外,深化服务、融合生态美、展现风土人情也是当今公路行业发展的重要趋势，浙江公路交通超前谋划，提出了创建“美丽公路”的发展思路和目标。美丽公路的建设一般利用已建成的公路路基，在路基两侧培土种植苗木，由于公路建设与绿化填土存在时间间隔，绿化填土带来的地基土应力重新分布，继而对已建道路产生一定影响，在软基路段显得尤为突出。文章结合S226省道改建项目玉环段起点美丽公路建设过程中道路路基、路面开裂的问题，通过分析病害成因，结合有限元模拟计算结果，分析了产生病害的具体原因，对类似工程的实施有一定的借鉴和指导意义。     

A bus route evaluation model based on GIS and super-efficient data envelopment analysis

When compared to large cities in developed countries, the shares of public transportation in most Chinese cities are low. Increasing the competitiveness of urban public transportation remains an urgent problem. A capable evaluation method for public transportation is required to assist the development of urban transit systems. This paper focuses on the bus system. Being devoid of standard criteria, it is difficult to determine the efficiency of a transit system or any bus line using a single evaluation index. This paper proposes a comparative analysis to evaluate bus lines so as to filter out candidates for further optimization. From the viewpoints of transit planning, operation and quality of service, this paper establishes 10 subordinate evaluation indices and then uses geographical information system tools, global positioning system data and smart card data to assist the index definition and calculation. Super-efficient data envelopment analysis (DEA) method is adopted for the proposed single factor and comprehensive evaluation models. Finally, the bus system in Shenzhen, China is used as a case study. The comparable significant results validate the capability of the proposed model.     

路堤荷载下刚柔长短桩复合地基承载特性研究

为研究路堤荷载下刚柔长短桩复合地基的承载特性,结合某桥头过渡段带帽薄壁管桩（pre-stressed thin-wall concrete,PTC）联合水泥土搅拌桩（cement deep mixed,CDM）的软基处理工程,开展了PTC-CDM组合式长短桩复合地基承载特性现场试验,对路堤填筑过程中桩土应力比、荷载分担比以及桩土沉降差的变化规律进行了分析,并进一步采用有限元对刚柔长短桩复合地基的路堤荷载传递规律进行了数值模拟.试验与计算结果表明:CDM桩顶与桩间土应力增长缓慢,PTC桩帽上应力增长相对较快;填土达到一定高度土拱完全形成后,大量的路堤荷载转移至刚性长桩;刚性长桩和柔性短桩的桩土应力比分别达到7.5和2.1;短桩的存在减少了长桩桩顶荷载和上部桩身出现负摩阻力的深度,中性点位置上移;短桩达到一定桩长时再增加其长度,对路基总沉降影响不明显,因此,短桩桩长可根据承载力要求的临界桩长来设计.      

基于免疫克隆算法的综合交通枢纽布局优化研究

为了描述综合交通枢纽的布局优化问题,在保证重点枢纽建设的前提下,综合考虑综合交通枢纽布局的影响因素,以城市需求点总需求权距离最小为目标,考虑了在枢纽覆盖距离内,需求点和枢纽候选点对应关系为约束建立了综合交通枢纽布局优化的数学模型.给出了针对该问题的自适应免疫克隆算法的具体求解设计和步骤,并结合算例证明了算法的有效性.     

Effect of oxygen content on structural and optical properties of single Cu2O film by reactive magnetron sputtering method

Cuprous oxide (Cu₂O) thin films have been deposited on glass substrate by reactive magnetron sputtering method using Cu target and argon oxygen gas atmosphere. Effect of oxygen flow rate on structural and optical properties of thin films has been discussed. The results of X-ray diffraction, ultraviolet-visible spectrophotometry and atomic force micrograph indicated that the condition window for single Cu₂O phase was about 3.8 to 4.4 cm³/min, and the optimum oxygen flow rate was 4.2 cm³/min. The optical band gap E _g of Cu₂O film was determined by using the data of transmittance versus wavelength, and slightly decreased from 2.46 to 2.40 eV with the increase of oxygen flow rate from 3.8 to 4.4 cm³/min. The Cu₂O film formed at the oxygen flow rate of 4.2 cm³/min had an optical band gap of 2.43 eV.     

自锚式悬索桥与上承式拱桥组合体系桥梁稳定性研究

自锚式悬索桥与上承式拱桥组合体系桥梁具有结构体系新颖、造型美观等特点,但由于这种结构形式尚未修建过,对其结构稳定性能进行研究具有重要的工程意义。在详细阐述结构恒载状态分析和活载传递机理的基础上,采用通用有限元软件ANSYS,分6种荷载工况对某座主跨406 m的组合体系方案作线弹性稳定、几何非线性稳定及考虑几何材料双重非线性极限承载力的分析,并探讨了初始缺陷对极限承载力的影响。通过与同等跨度的上承式拱桥作对比分析,得出两种桥型在稳定性方面的异同。分析表明:两种结构体系的一阶线弹性屈曲失稳模态均表现为中跨拱梁结合段的横向侧弯;不同加载模式对结构整体稳定性和破坏模式有一定影响;准确分析极限承载力需同时考虑几何、材料双重非线性的影响;面外初始缺陷对组合体系的极限承载力不会产生较大影响。     

船舶制冷系统变频控制的热力计算

本文主要叙述船舶制冷系统变频控制时热力循环参数的计算.目的是了解系统在一定的蒸发温度下,当环境温度和转速变化时,热力循环中各状态点压力、温度以及系统制冷量、功率等物理量的变化情况,以提供构建控制系统时对控制对象的数学模型的更深入认识和了解.     

Threshold signature scheme with threshold verification based on multivariate linear polynomial

Secret sharing schemes are multi-party protocols related to key establishment. They also facilitate distributed trust or shared control for critical activities (e.g., signing corporate cheques and opening bank vaults), by gating the critical action on cooperation from t(t ∈ Z ⁺) of n(n ∈ Z ⁺) users. A (t, n) threshold scheme (t < n) is a method by which a trusted party computes secret shares Γ _i (1 ⩽ i ⩽ n) from an initial secret Γ ₀ and securely distributes Γ _i to user. Any t or more users who pool their shares may easily recover Γ ₀, but any group knowing only t−1 or fewer shares may not. By the ElGamal public key cryptophytes and the Schnorr’s signature scheme, this paper proposes a new (t, n) threshold signature scheme with (k,m) (k,m ∈ Z ⁺) threshold verification based on the multivariate linear polynomial.