计算机集散控制系统在黄石港的应用

在介绍黄石港二、三号码头系统的基础上,提出了一种适用于散货码头的三级分布式集散控制系统体系结构,同时还介绍了系统的软件设计及实现、简易实用的联络和监视系统。系统的实际运行验证了设计的正确性。     

泵送混凝土浇筑箱梁的模板侧压力试验研究

对泵送混凝土侧压力影响因素进行了简要分析,结合实际工程介绍了一种测试混凝土侧压力的简单试验方法和试验结果,讨论了混凝土浇筑箱梁时浇筑高度以及有或无振捣对侧压力大小的影响.     

铁路轻型桥墩横向刚度加固设计与研究

针对铁路提速后轻型桥墩横向振幅超限的问题,分析了单圆柱式、双柱式桥墩的横向动力特性,进而作加固研究设计,选择了加设套箍(单圆柱式墩)、联结板(双柱式墩)的加固方案,并加以实施。经加固前后动力检测,表明加固效果显著。     

基于uClinux的文件系统裁剪技术的研究与实现

从构建基于uClinux的嵌入式系统人手,针对嵌入式设备资源的有限性.在分析VFS文件系统及其所提供的相关系统调用的基础上,对嵌入式uClinux文件系统的裁剪技术进行了研究与探讨.对系统涉及的主要数据结构的简化给出了精确定义,在对文件读写系统调用进行了分析后,给出了系统调用函数集合查找流程.并提出了细粒度裁剪策略.最后以文件系统是嵌入式系统中基本和重要的资源为基点,分析比较了裁剪前后的系统体积,阐明了本裁剪技术的有效性.     

关于海上交通事故调查处理中"判明责任"的思考

作为海上交通安全的主管机关,海事机构具有对海上交通事故进行调查处理的职权。《中华人民共和国海上交通安全法(》以下简称《海安法》)第43条明确规定:“船舶、设施发生的交通事故,由主管机关查明原因,判明责任”;与《海安法》配套实施的国务院行政法规《中华人民共和国海上交     

施工企业工程项目劳务分包管理

在市场经济的今天，施工企业如何防微杜渐，查找施工管理中存在的漏洞，加强工程劳务分包管理工作，已成为企业决策者和经营者不断探索和研究的新课题。此文对劳务分包管理中的机构组成、单价确立、工程计量及款项支付等问题进行了探讨。     

岩溶地区桩基持力层的加固处理

广和大桥引桥部分桩基存在桩底持力层有溶洞或部分嵌岩的缺陷。采用高压旋喷方法对持力层进行加固处理，加固桩基的承载力满足了设计要求。     

A bi‐level programming approach — Optimal transit fare under line capacity constraints

The fare of a transit line is one of the important decision variables for transit network design. It has been advocated as an efficient means of coordinating the transit passenger flows and of alleviating congestion in the transit network. This paper shows how transit fare can be optimized so as to balance the passenger flow on the transit network and to reduce the overload delays of passengers at transit stops. A bi‐level programming method is developed to optimize the transit fare under line capacity constraints. The upper‐level problem seeks to minimize the total network travel time, while the lower‐level problem is a stochastic user equilibrium transit assignment model with line capacity constraints. A heuristic solution algorithm based on sensitivity analysis is proposed. Numerical example is used to illustrate the application of the proposed model and solution algorithm.     

A capacity restraint transit assignment with elastic line frequency

This paper proposes a new formulation for the capacity restraint transit assignment problem with elastic line frequency, in which the line frequency is related to the passenger flows on transit lines. A stochastic user equilibrium transit assignment model with congestion and elastic line frequency is proposed and the equivalent mathematical programming problem is also formulated. Since the passenger waiting time and the line capacity are dependent on the line frequency, a fixed point problem with respect to the line frequency is devised accordingly. The existence of the fixed point problem has been proved. A solution algorithm for the proposed model is presented. Finally, a numerical example is used to illustrate the application of the proposed model and solution algorithm.     

软土地区盾构越江隧道地质灾害风险分析

结合工程案例,从风险源识别及风险控制措施等方面对软土地区盾构隧道的地质灾害进行定性的风险分析,并利用风险分析矩阵对地质灾害进行风险等级评价。