大跨度自锚式悬索桥建设阶段风险分析及对策

研究目的:针对杨梅洲大桥主桥设计方案和结构体系创新,采用工程风险评估方法,对设计和施工中存在的各种风险进行识别,提出主要风险因素、风险发生概率和风险损失,给出本桥风险等级判别,提出降低和控制风险的防范措施。研究结论:(1)通过风险识别,提出了4项主要风险因素,即:大跨度自锚式悬索桥结构体系创新风险、恶劣气候条件对施工安全的影响风险、箱梁多点顶推施工对结构变形稳定的安全影响风险、施工期间通航船只对江中临时支墩的偶然碰撞风险;(2)根据风险发生概率和风险损失,确定了本桥的风险等级为Ⅱ级中度风险;(3)通过制定应对策略、采取抗风险措施等方法,可以达到将本桥建设风险降到最低程度、保证安全实施的目标。     

DF8B型内燃机车冷却水系统故障分析

通过介绍DF8B型内燃机车冷却水系统作用原理,分析DF8B型内燃机车冷却水系统故障产生的原因,提出故障诊断方法,阐述应对措施,对DF8B型内燃机车冷却水系统故障的查找和处理提供参考。     

城市轨道交通新线试运行演练评估应用研究

城市轨道交通新线试运行基本条件评估主要是依据《城市轨道交通试运营基本条件(GB/T30013—2013)》的相关条款进行,但试运行基本条件评估的现状和标准都还存在不足,运营单位在3个月试运行期间,对试运行及其演练具体工作尚不明确。介绍试运行演练评估的目的、演练科目,并重点阐述试运行演练评估的方法,通过层次分析法这一可操作的方法让试运行演练工作顺利有效开展,使得试运行演练充分,并使后续运营过程中出现的应急事件和安全隐患得到快速妥善处理,也有利于城市轨道交通的可持续发展。     

高速公路隧道衬砌结构病害整治技术研究

以麂子岗隧道为研究对象,创新性地将左线和右线衬砌结构病害进行对比分析,基于自然地质条件及病害成因机理提出较为完备的整治措施,采用数值模拟方法对整治效果进行验证,结果如下:(1)对比统计分析左线、右线衬砌结构病害,得到在横断面不同位置及纵向里程上病害的分布规律及差异;(2)在横断面位置上,拱顶和拱腰处衬砌裂损及厚度不足病害最严重;在纵向里程上,左线、右线在ZK1963+600~ZK1964+180段多种衬砌结构病害均大量集中分布,建议加强对该区段的地质监测、衬砌结构健康状况检测及病害整治工作;(3)运用数值分析软件对套衬加固及钢带加固前后衬砌结构的受力进行模拟,得到衬砌厚度不足病害整治前后衬砌结构的安全系数及变化,对衬砌结构的安全性进行检验,证明相应整治措施有效。     

光纤测试常见问题的剖析

主要论述在光缆施工过程中,经常出现的问题、解决方法和OTDR使用的注意事项。     

沥青混凝土桥面铺装早期病害原因分析

对钢筋混凝土桥柔性桥面铺装的早期病害及其原因进行了分析与研究,在总结当前国内桥面铺装结构分析主要方法的基础上,通过理论分析,提出了用有限元进行结构分析时,需要重点研究的几个问题,指出了今后主要的研究方向。     

探析水泥砼路面修复与改造技术

对旧水泥砼路面破损进行了分类,并分析了破损原因,提出了旧水泥砼板块病害的修复和改造措施,叙述了不同修复和改造措施的优缺点及适用范围。     

Cluster analysis of the competitiveness of container ports in Brazil

The container cargo proportion of total maritime transport increased from 3% in 1980 to 16% in 2011. The largest Brazilian port, the port of Santos, is the 42nd largest container port in the world. However, Santos’ performance indicators are much lower than those of the world’s largest ports, so comparisons with them are difficult. This article focuses on the Brazilian container terminals that handled containers in 2009 and compares port competitiveness. This study classified seventeen Brazilian container terminals into three distinct groups based on the following competitiveness criteria: number of containers handled, berth length, number of berths, terminal tariffs (in US$), berth depth, rate of medium consignment (in containers/ship), medium board (containers/hour), average waiting time for mooring (in hours/ship), and average waiting time for load or unload cargo (in hours/ship). This classification used a hierarchical cluster analysis. The classification shows that the terminal of Tecon in the port of Santos has the best performance of all, while small terminals (<150,000 container units) are the worst performing terminals in Brazil.     

A GIS‐based traffic analysis zone design: implementation and evaluation

The purpose of this paper is to implement an efficient method for GIS‐based traffic analysis zone (TAZ) design in order to evaluate and validate such a method. The method was developed by the authors.

Moran's I spatial autocorrelation coefficient and sample variance are used for evaluating the generated TAZs using the Champaign‐Urbana, IL region as a case study. Sensitivity analysis is also conducted to explore the fluctuations in TAZ generation outcomes. The evaluation, the validation as well as the TAZ design have been implemented with ARC/INFO GIS software on a UNIX workstation platform.     

Suitability of Decision-Theoretic Models to Public Policy Issues Concerning the Provision of Shoreline Stabilization and Hazard Management

This article examines the suitability and potential advances of decision-theoretic models from finance regarding investment decisions in shoreline stabilization projects. A set of scenarios represents the dynamics of the decision-state facing the planner and identifies factors that should be incorporated into the decision-making process. It is shown that decision models from finance can account for the risk and uncertainty inherent in shoreline stabilization projects, potentially suggest improvements and refinements to presently used cost-benefit analysis procedures, and offer new tools that can aid in decisions concerning provision of shoreline stabilization. The outcomes of these scenarios justify better planning and control of existing and future building, and that of poststorm policies. Lastly, these models allow us to explore the range of our understanding of coastal processes and interactions with shoreline stabilization projects and can identify new and useful data needed in coastal management and hazard management decisions.