敞开式TBM施工铁路隧道仰拱预制块关键设计参数研究

以敞开式TBM施工特长铁路隧道仰拱预制块结构为研究背景,基于荷载结构设计理论,采用有限元软件ANSYS构建二维平面分析模型,研究了仰拱预制块圆心角、中心水沟沟槽深度、宽度等参数对衬砌结构变形、受力特性的影响规律。研究结果表明:圆心角对仰拱预制块变形、内力影响较小,设计中应根据仰拱预制块拼装技术及轨道结构要求来确定;中心水沟沟槽底至仰拱预制块底部间距h对仰拱预制块变形、内力影响较大,设计中间距h应大于复合式衬砌厚度;扩大中心水沟宽度,可有效降低集中应力值,在满足轨上结构承载能力的前提下,设计中可适当扩大中心水沟宽度来增大隧道排水能力。     

空心板桥桥面铺装对主梁受力性能影响分析

采用有限元计算模型,对空心板桥桥面铺装层对主梁受力性能进行了仿真模拟分析,并与荷载试验的结果进行了对比。结果表明,不考虑桥面铺装参与受力时主梁的计算应力、挠度、荷载效应分别比考虑桥面铺装参与受力时分别大22%、30%、38%,考虑桥面铺装参与主梁受力更加接近荷载试验的实测结果,结构更偏于安全。     

排放试验用底盘测功机的设定研究

根据汽车在道路上和底盘测功机上运行时的受力分析结果,提出了底盘测功机设定原则和负荷设定方法,举例分析了底盘测功机上各种负荷设定方法,并综述欧、日、美排放法规有关底盘测功机的一些规定。     

What is responsible for the response lag of a significant change in discretionary time use: the built environment,family and social obligations,temporal constraints,or a psychological delay factor?

In this paper, we used the 10-wave Puget Sound Panel Dataset to investigate the response lag of a significant change in discretionary time use. In particular, we want to quantify the relative magnitude of the following factors: the built environment, family and social obligations, temporal constraints, or a psychological delay factor (people delay a behavioral change until the next life shock). To answer this question, we developed a survival model to treat (1) left-censoring, (2) partial observation, and (3) multi-type exits. The results suggest that family and social obligations, as well as temporal constraints, appear to play a more important role than the built environment. Support for the psychological delay factor is not evident. We also found that the probability of having a significant change in discretionary time use is negatively related to time progression, supporting the human adaptivity hypothesis.

关于混凝土桥面铺装层病害处治的探讨

从设计、施工和环境方面对混凝土桥面铺装层结构的病害和成因进行了分析,提出了改进措施及建议.     

The design of electric vehicle charging network

The promotion of Electric Vehicles (EVs) has become a key measure of the governments in their attempt to reduce greenhouse gas emissions. However, range anxiety is a big barrier for drivers to choose EVs over traditional vehicles. Installing more charging stations in appropriate locations can relieve EV drivers’ range anxiety. To determine the locations of public charging stations, we propose two optimization models for two different charging modes - fast and slow charging, which aim at minimizing the total cost while satisfying certain coverage goal. Instead of using discrete points, we use geometric objects to represent charging demands. Importantly, to resolve the partial coverage problem (PCP) for networks, we extend the polygon overlay method to split the demands on the road network. After applying the models to Greater Toronto and Hamilton Area (GTHA) and to Downtown Toronto, we show that the proposed models are practical and effective in determining the locations of charging stations. Moreover, they can eliminate PCP and provide much more accurate results than the complementary partial coverage method (CP).     

地铁区间隧道下穿既有桥梁的桩基托换研究

以深圳市地铁7号线黄木岗站区间隧道穿越华强立交桥桩基工程为背景,建立有限元模型,研究隧道下穿既有桥梁时桩梁式托换桩的主动托换和被动托换的荷载转化规律及桩基沉降规律。结果表明:被动托换的沉降主要由托换梁的挠曲变形引起,而主动托换时千斤顶的顶升作用可以有效抵消托换梁的挠曲变形;主动托换时,顶升位移为1.68 mm时为最佳截桩位置,此时截桩能有效减小托换工艺对桥梁上部结构影响;被动托换的总体施工前后桥墩柱顶面有较大隆起,不能满足桥面板平顺的要求。研究成果直接用于指导黄木岗站区间隧道现场施工,并可为今后类似工程提供参考。     

船体主要载荷效应的随机组合

基于静水载荷的时间变异性，导出了一种静水载荷效应与波浪载荷效应组合的新方法，同基于FBC（Ferry Borges Castenbete）模型或随机过程的上跨率的组合形式相比较，此方法的概念更清晰，计算更容易实施，考虑到规范中给定的最大允许静水载荷效应对应的普遍接受的超越概率水平，以及静水载荷过程跨越某一固定水平的概率的上界特性，规定静水载荷过程超越二十年最大允许载荷效应的概率为确珲载荷效应特征值的概率水平，经过这样处理，避免了载荷效应特征值的过高估计，通过数值分析检验方法的有效性，结果表明本文的方法可以得到级合载荷效应特征极值的一致估计。     

群锚作用的受力浅析

通过对群锚作用下的作用机理、荷载传递进行分析,使用剪切位移—传递函数法进行荷载传递位移计算。     

新型真空监测仪及其监测方法

本文介绍的测量方法既能测量混合气体的全压，也能测量其不凝性气体的分压，且测量数据与气体组分无关。