特重车通过大跨石拱桥计算模型对比分析及试验验证

在对一重达376.7 t的特重车能否安全通过一主跨40 m的既有石拱桥进行安全评定时,针对石拱桥建立了两种实体分析模型:一为不考虑拱上填料、侧墙影响仅考虑拱上建筑与主拱联合作用的实体模型一;另一为考虑拱上填料、侧墙与主拱联合作用的较符合实桥实际情况的实体模型二.通过两种实体模型下的特重车过桥安全验算发现,采用计算模型二所有断面抗力均满足要求,而模型一的拱脚断面抗力不满足要求.在对比模型一、二在特重车下作用的挠度、应力结果后发现拱上填料、侧墙对结构的纵向空间整体工作性能影响较大.不考虑填料与侧墙的实体模型一相对于模型二的纵向刚度联系较弱,在荷载作用下的局部效应明显,从而揭示了实体模型一拱脚截面抗力效应不能满足规范要求的原因.通过荷载试验验证了采用实体模型二与实桥实际情况较为接近,而采用实体模型一的验算结果偏于保守.     

隧道火灾作用下水泥路面瞬态温度场计算方法

隧道发生火灾时水泥路面板内升温迅速,温度梯度较大,采用数值方法求解路面热传导偏微分方程易导致数值解振荡、计算结果失真,且过程繁琐.根据火灾下水泥混凝土热工参数变化规律及傅里叶余弦变换,推导了隧道火灾下路面内温度场的理论计算公式,并与通用有限元软件计算结果进行了比较.结果表明,推导公式可用于计算连续时间内路面板不同位置的温度分布,较好解决了数值方法求解路面瞬态温度场时数值解振荡、不连续的问题,提高了计算精度,且路面内温度场变化规律呈明显的抛物线型态势,与一维热传导微分方程的物理意义吻合较好.因此,推导公式求解火灾下路面结构瞬态温度场具有更好的适用性.     

基于离散分布的智能停车诱导系统中空余泊位数的预测研究

本文根据城市公共停车场泊位占有率在时间上表现出的周期性及其随时间的变化趋势,不考虑其由于受各种随机因素影响所表现出的不确定性,将车辆进出停车场的行为看成可描述事件。利用离散分布模型描述行为进行,建立数学模型,表达经过某段时间后停车场的空余停泊位数。最后通过算例计算验证模型的可行性,可用于停车诱导屏的泊位预测。     

Improved algorithm for distributed localization in wireless sensor networks

Many sensor network applications require location awareness,but it is often too expensive to equip a global positioning system(GPS) receiver for each network node.Hence,localization schemes for sensor networks typically use a small number of seed nodes that know their locations and protocols whereby other nodes estimate their locations from the messages they receive.For the inherent shortcomings of general particle filter(the sequential Monte Carlo method) this paper introduces particle swarm optimization a...     

基于工作流的高校科研综合管理平台的设计与实现

利用工作流技术,以.Net为开发平台,SQL Server 2000为数据库管理平台,设计并实现了一个高校科研综合管理系统。该系统旨在解决目前高校科研管理中存在的问题,通过设计用户管理中间件和业务流转中间件,实现对各类科研项目的在线管理和实时监控,保障各种信息渠道的畅通,推进高校办公自动化。     

汽车缓速制动装置的种类及特点

汽车上的缓速制动装置,根据工作原理不同,可分为发动机排气制动装置,电、磁式缓速器和液力缓速器等几种形式。     

德州市构建BRT系统的适用性分析

共交通模功能定位道路条件快速公交系统（BRT）是一种投资低、建设周期短、公共运输服务水平高、环保节能的新型城市公式,的基等）,被誉为“城市轨道交通替代方案”、“未来公共交通解决方案”。本文在确定德州市BRT系统的础上,通过分析外部影响因素（城市经济、城市空间结构和政策等）和内部影响因素（客流、对德州市构建BRT系统的适用性进行了初步分析。     

Histological changes following surgically-assisted rapid tooth movement through resistance reduction and distraction osteogenesis in dogs

Objective To investigate the histological changes of rapid tooth movement in dogs treated by resistance reduction and distraction osteogenesis, aiming to establish an animal model and further to reveal the remodeling mechanism of rapid tooth movement. Methods A total of 8 local hybrid dogs were selected as subjects for this study. The second pre-molar was extracted on both sides. The experimental side underwent alvelor surgery for resistance reduction and a home-made tooth-borne intraoral distraction device was installed for rapid tooth movement, while for the other side (control side) only tooth-borne intraoral distraction device was used for rapid tooth movement. The longest active force-delivery span was 2 weeks, followed by 6-week retention. The distance between the moved tooth and anchor unit was recorded weekly, and radiography was performed for each side before and after distraction. The surrounding tissues including periodontal ligament and alveolar bone were sectioned for histological analysis. Results The average distance of tooth movement was 3.55mm on the experimental side and 1.11mm on the control side. The rate of tooth movement was notably higher (P<0.01) and no significant apical root resorption was detected by X-ray on the experimental side. The active alvelor bone remodeling was found on the tension and pressure sides. However, there was no significant difference between the experimental side and the control side after the retention period. Conclusion The rate of orthodontic tooth movement can be accelerated through resistance reduction and periodontal distraction without any unfavorable effects but at minimal anchorage loss.     

抗裂水泥稳定碎石在南京绕越高速东南段中的应用

抗裂水稳嵌挤能力强、整体强度高、收缩系数较小、抗裂性较好,能有效控制裂缝的产生。为解决水稳基层反射裂缝较高的问题,结合绕越高速抗裂型水泥稳定碎石施工,通过强度检验、加强关键的施工环节的控制、优化骨架密实水泥稳定碎石的级配设计等措施,有效降低了裂缝的数量。     

公路隧道衬砌火灾后力学行为分析

公路隧道发生火灾后,衬砌结构将发生物理与力学性能的改变,如厚度变薄和弹模降低等。首先分析混凝土构件在火灾后的损伤机理、力学特性和耐火性能,然后根据混凝土火损等级,进一步研究衬砌结构厚度与弹性模量的变化对衬砌结构体系的影响。采用荷载-结构法分析超高次公路隧道结构体系在火损后的力学行为,探寻其残余承载能力及内力与变形规律,找出特征破坏点与破坏机制。