浅谈防火墙

本文从类型、性能指标和硬件体系结构几方面对防火墙进行了介绍，并阐述了网络信息安全的重要性。     

基于VLAN技术的校园网安全研究与应用

以湖南铁道职业技术学院的校园网为背景,从校园网的特点和传统局域网技术入手,研究了VLAN技术在校园网安全中的应用.     

交通电子政务安全管理平台方案探讨

叙述了电子政务的定义,交通电子政务的建设内容,分析了目前交通电子政务面临的安全问题,从安全管理体系建设、安全技术手段、网络安全集中管理平台、网络安全技术服务4个方面提出了交通电子政务安全管理平台的构想,并进一步从信息安全管理体系、服务器安全、终端安全、应用系统安全、数据安全、环境安全以及人才培养等8个方面具体论述了加强电子政务安全建设的具体措施。     

DESIGN OF A DIGITAL SIGNATURE SCHEME BASED ON FACTORING AND DISCRETE LOGARITHMS

Objective Focusing on the security problem of authentication and confidentiality in the context of computer networks, a digital signature scheme was proposed based on the public key cryptosystem. Methods Firstly,the course of digital signature based on the public key cryptosystem was given. Then, RSA and ELGamal schemes were described respectively. They were the basis of the proposed scheme. Generalized ELGamal type signature schemes were listed. After comparing with each other, one scheme, whose Signature equation was (m r)x=j s modФ(p) , was adopted in the designing. Results Based on two well-known cryptographic assumptions, the factorization and the discrete logarithms, a digital signature scheme was presented. It must be required that s“ was not equal to p‘q“ in the signing procedure, because attackers could forge the signatures with high probabilities if the discrete logarithms modulo a large prime were solvable. The variable public key “e“ is used instead of the invariable parameter “3“ in Ham‘s signature scheme to enhance the security. One generalized ELGamal type scheme made the proposed scheme escape one multiplicative inverse operation in the signing procedure and one modular exponentiation in the verification procedure.Conclusion The presented scheme obtains the security that Harn‘s scheme was originally claimed. It is secure if the factorization and the discrete logarithms are simultaneously unsolvable.     

基于物联网的桥梁安全监测预警系统的研究

对现有服役桥梁进行安全监控,提出一种基于物联网的桥梁安全监控预警系统,采用在被监控的桥梁上安装桥梁安全状态数据采集与处理子系统,在后台安装桥梁安全监测预警中心,并采用物联网实现数据传输至桥梁安全监测预警中心,实时进行分析和处理,从而实现对桥梁安全状况的监测预警、分析、评估,以及危险桥梁的及时预警。     

连拱隧道的中隔墙受力分析

中隔墙是连拱隧道的中枢结构,也是重要的承载构件,其受力情况直接影响着隧道的稳定性和安全性。通过对中隔墙的断面形式及其受力情况进行分析,提出在连拱隧道中隔墙设计与施工过程中,应该全面考虑中隔墙的受力情况,采取科学的方法进行有效的改进,以保证隧道工程的经济性、实用性、安全性及稳定性。     

计算机数据安全隐患及防护措施

从分析计算机数据的物理安全和逻辑安全两个方面入手,对电磁波辐射、联网及病毒对计算机数据安全的威胁进行了论述,指出这是威胁计算机数据安全的主要因素,并提出了数据备份、数据安全删除、辐射屏蔽、病毒及入侵防护、文档加密等相应的安全防护措施和方法。     

Process Expression of Security Automaton

Security is an essential aspect for mobile systems. Usually, mobile system modeling and its security policies specification are realized in different techniques. So when constructed a mobile system using formal methods it is difficult to verify if the system comply with any given security policies. A method was introduced to express security automata which specifying enforceable security policies as processes in an extended π-calculus. In this extended π-calculus, an exception termination process was introduced, called bad. Any input which violating a security automaton will correspond to a step of transformation of the process that specifying the security automaton to exception termination process. Our method shows that any security automata which specifying enforceable security policies would decide a process in the extended π-calculus.     

高速列车侧风安全域计算方法

使用参数传递、求解控制以及动态网格技术, 建立了侧风流体动力学模型和高速列车多体动力学模型, 通过对列车外流场和系统响应进行协同仿真, 获得不同侧风环境下列车的稳定姿态和气动载荷, 研究了列车运行的安全性指标, 分析了不同侧风环境下列车安全运行的临界速度, 确定了列车的侧风作用安全域。计算结果表明: 随着列车运行速度和侧风强度的增大, 轮重减载率、脱轨系数和轮轴横向力依次出现超限现象; 当列车运行速度小于300 km·h^-1时, 列车头车所有轮对均逆风向偏移; 当列车运行速度为300 km·h^-1且侧风风速为30 m·s^-1以及列车运行速度为350 km·h^-1且侧风风速不小于25 m·s^-1时, 一、二位轮对顺风偏移, 三、四位轮对逆风偏移; 列车运行速度越高, 抵抗侧风能力越低, 且列车临界速度对侧风强度的敏感性增大。     

关于城市轨道高架桥上安装护轮轨的建议

近年来国内各大城市竞相修建城市轨道交通系统,该系统环保、节能、快速的优势已经逐步显示出来,地铁、轻轨的发展规模必将日益扩大。如何提高城市轨道交通系统运营的安全性将是设计、建设和运营方最应该关心的问题。文章针对城市轨道交通高架桥上安装护轮轨方面提出了一些思考,可供今后城市轨道交通建设参考。