一种严密的高精度自由设站方法研究

为提高全站仪自由设站精度,降低全站仪挑选标准,从而增强全站仪的适用性,本文详细研究了全站仪加常数、乘常数及竖盘指标差等误差对自由设站精度的影响,并针对不同误差源提出了提高全站仪自由设站精度的不同处理方法:(1)对于能快捷测定的系统误差通过外业现场测定系统消除;(2)对于不易测定的系统误差和偶然误差通过附加参数的平差方式...     

雁荡山特大桥主桥上部结构设计与计算

雁荡山特大桥为连续钢箱叠合拱桥结构,其主梁由2×90 m连续钢箱梁组成,主拱采用2榀平行钢箱拱肋,设计矢高18.00 m,2孔钢箱主拱间设置钢箱辅助拱,分别在每孔主拱拱肋之间设7道一字横撑和2道X形组合横撑,辅助拱肋设8道一字横撑,并在每孔设13对吊杆.利用ANSYS软件建立全桥空间有限元模型,分析各种荷载下的结构受力和拱脚局部受力,结果表明桥梁的承载力、刚度及局部应力均满足规范要求.     

绿色技术在浦东新区世博配套道路工程建设中的运用

该文阐述了绿色技术的概念,首次建立绿色道路内涵方程式,明确界定道路建设中绿色技术应涵盖节能、降耗、减排、防灾四方面内容,并详细介绍了绿色道路技术研发及在浦东新区世博配套工程建设中的运用。     

2000磅级制导弹药打击下桥梁建设的安全距离研究

在分析现有交通设施安全距离有关规定的基础上,运用爆炸毁伤理论,对2000磅级精确制导弹药的毁伤半径进行了分析和计算,分别得到桥梁钢筋混凝土部位和钢结构部位与邻近重点目标的安全距离,其分析过程和计算结果可为进一步形成标准规范提供依据和借鉴。     

概念设计阶段薄壁直梁的耐撞性优化

本文中利用梁单元简化模型对薄壁直梁进行概念设计阶段的耐撞性优化.首先通过赋予梁单元轴向溃缩特性,模拟薄壁梁的溃缩变形.接着对梁单元简化模型进行了碰撞仿真,将仿真结果与详细模型相对比,以分析简化模型的精度及可靠性.最后以此为基础对梁单元简化模型进行耐撞性优化.结果表明,该简化模型易于创建,且有很高的精度,可以用于薄壁梁构件概念设计阶段的耐撞性优化.     

Optimizing the transportation of international container cargoes in Korea

This paper considers a multimodal transportation problem, which is the problem of determining the transportation flow, i.e. volume of container cargoes, and the transportation mode in each trade route, for the objective of minimizing the sum of shipping and inland transportation costs. The problem takes account of two restrictions: maximum cargo volumes capacitated at each seaport and maximum number of vehicles available at each transportation mode. To solve optimally the problem, this paper employs a mixed integer programming, which is an operations research technique. A case study is performed on the container cargo data in Korea and we draw several implications to improve efficiency in the transportation of international trade cargoes in Korea.     

A comparative study of aggregate and disaggregate gravity models using Seoul metropolitan subway trip data

Abstract

Existing origin constrained and doubly constrained gravity models have not been compared, theoretically or empirically, in terms of their forecasting power. Due to the newly advanced technology of intelligent transport systems, the expanded data presently available have made various models more comparable in terms of forecasting power. This paper uses archived automatic passenger counting (APC) data for urban rail in the Seoul metropolitan area. The APC data contains information about each trip's origin, destination, ticket type, fare, and distance on a daily basis. The objective of this paper is to compare the goodness-of-fit of aggregate and disaggregate gravity modeling using these data. A Hyman aggregate gravity model is used as the aggregate model without the spatial effect. The disaggregate model adopts a multinomial logit as the destination choice model with the spatial effect. In general, while the formulation of aggregate and disaggregate gravity model models are similar, the calibration and parameter estimation methods of the two models are different. As a result, this empirical study demonstrates that the variation in goodness-of-fit and forecasting power largely depends on the estimation method and selected variables. The forecasting power of the disaggregate modeling approach outperforms that of the aggregate model. This paper further confirms that spatial arrangement plays important roles in gravity modeling.     

基于ARM的轴系振动状态监测系统设计

为了对船舶轴系振动状态进行在线监测,提出了一种基于ARM和Linux的船舶轴系振动监测系统的设计。该设计以高性能ARM处理器S3C2440A为核心,利用ICP压电加速度传感器、A/D转换器、信号调理模块实现振动信号的高速精确采集。在ARM上移植Linux操作系统,并以此为基础开发应用软件,将采集到振动信号的时域、频域图形显示在LCD上。     

Models of the Relationship between Transport and Land‐use: A Review

Abstract

A two‐way interaction between transport and land‐use has been one of the central research topics of transport studies. Thus, it is not surprising that there have been numerous approaches taken to investigate this reciprocal relationship. This paper critically examines the existing literature to see how effectively the current models represent this mutual interaction. This examination process intends to form a prototype reference that compares and contrasts the advantages and disadvantages of the various models. This undertaking is dealt with based on theoretical, methodological and operational characteristics of a respective model. Some conclusions and suggestions are also drawn.     

FRP格栅加筋混凝土梁试验研究

对纤维增强聚合物(FRP)格栅加筋混凝土梁的弯曲行为和破坏模式进行了试验研究。采用复合材料制备了3条纵向肋和4条纵向肋2种不同构造的平面正交格栅,埋入混凝土梁,并对加筋混凝土梁进行四点弯曲试验。结果显示,在本研究采用的混凝土梁尺寸条件下,3根纵向肋的复合材料格栅加筋梁以弯曲破坏模式为主,而4根纵向肋的格栅加筋梁则以局部剪切破坏模式为主。试验结果表明,3根纵向肋的格栅充分发挥了复合材料的抗拉特性,具有更高的加筋效率。