悬挂式横拉门在水利工程中的应用

随着上海市对水利工程景观的要求越来越高,悬挂式横拉门可作为一种适用的门型。该文通过对闸门门型分类与适用性分析、门型结构改进,详细介绍了悬挂式横拉门结构及其使用情况。     

地铁车辆客室车门监控功能的优化设计

阐述了深圳地铁一期工程列车客室车门监控的实现原理,并结合车门系统在实际应用中所出现的问题,分析了该车门系统故障诊断存在的设计缺陷,并提出相应的完善技术方案。     

滑动支座在弱连体结构中的设计使用

该文结合虹桥临空10-3地块1#楼项目,基于滑动支座的自身特点,分析了弱连接体结构的设计思路及滑动支座在该类型项目上的使用,为其他弱连接体结构的设计提供参考。     

160t提梁机在T梁预制建设中的应用

主要从安全性能、高效性、建场配备设备费用、场区合理布置等四个主要方面,就提梁机模式和传统的横移梁模式2种不同的建场方案进行对比分析;结果显示提梁机模式建场方案具有较好的优势。     

起-停车辆巡航系统的建模与仿真

将理论和试验数据相结合,建立了起-停车辆巡航跟随仿真系统混合模型,然后根据滑模控制和模糊控制的优点,设计了车间距离控制器;结合建立的车辆巡航跟随仿真系统模型,进行了前车在静止和运动2种情况下的仿真。仿真结果表明:建立的车辆巡航跟随仿真系统模型和控制器能比较真实地反映实际起-停车辆巡航跟随情况,该模型和控制器可以用于对起-停车辆巡航跟随情况的研究。     

地铁列车客室侧门间距与站台屏蔽门关系的探讨

在分析目前地铁列车客室侧门间距设置的基础上,就地铁列车客室侧门间距设置方案与站台屏蔽门的关系提出了自己的意见与建议。     

客车自动关门机

阐述了客车自动关门机的发展过程、各式关门机的结构特点及作用原理     

地震边坡稳定分析方法综述

根据地震对边坡的作用不同 ,地震边坡失稳分为 :惯性失稳和衰减失稳 .惯性失稳的分析方法有拟静力法、Newmark滑块分析法、有限元方法及概率分析法等 .而衰减失稳的分析方法有流动破坏分析法和变形破坏分析法等 .本文对这些分析方法的发展、应用及特点进行了综述 ,提出了地震边坡分析中主要研究内容、存在的问题及发展趋势     

千枚岩地区的加筋土挡墙施工

加筋土挡墙是一种利用土工合成材料与填料共同作用稳定路堤边坡的一种挡护结构,具有占地少、结构稳定、形式美观等特点。但是这种结构对填料要求严格,填料一般应为均质的土质填料,对千枚岩填料适应性较差。通过徽杭高速公路第十六合同段的施工,总结了千枚岩地区加筋土挡墙的施工工艺,对挡墙稳定性进行了检算,并提出有关结论。     

Characteristics of particulate matter (PM) concentrations influenced by piston wind and train door opening in the Shanghai subway system

More than 9 million passengers take Shanghai’s subway system every work day. The system’s air quality has caused widespread concern because of the potential harm to passengers’ health. We measured the particulate matter (PM) concentrations at three kinds of typical underground platform (side-type, island-type, and stacked-type platforms) and inside the trains in Shanghai’s metro during 7 days of measurements in April and July 2015. Our results demonstrated that the patterns of air quality variation and PM concentrations were similar at the side-type and island-type platforms. We also found that the PM concentrations were higher on the platforms than inside the train and that the PM concentrations in the subway system were positively correlated with those in the ambient air. Piston wind generated by vehicle motion pushes air from the tunnel to the platform, so platform PM concentrations increase when trains approach the platform. However, the piston wind effect varies greatly between locations on the platform. In general, the effect of the piston wind is weaker at the middle of the platform than at both ends. PM concentrations inside the train increase after the doors open, during which time dirty platform air floods into the compartments. PM_1.0 and PM_2.5 were significantly correlated both inside the train and on the platforms. PM_1.0 accounted for 71.9% of PM_2.5 inside the train, which is higher than the corresponding platform values. Based on these results, we propose some practical suggestions to minimize air pollution damage to passengers and staff from the subway system.