车桥耦合振动系统模型下桥梁冲击效应研究

把桥梁和车辆看作车桥耦合振动体系的两个分离子系统,基于ANSYS软件建立了3种车辆和桥梁的有限元模型。考虑桥面不平度影响,以车轮与桥梁接触点的位移作为协调条件,采用分离迭代算法计算了车桥耦合系统的动力响应。采用快速傅立叶逆变换的方法,应用三角级数叠加模拟了5种等级的桥面不平度及其速度项。通过对一简支梁桥车桥耦合振动的数值模拟,研究了车辆模型、桥面状况和车速对桥梁冲击效应的影响。结果表明:不同车辆模型对桥梁的冲击效应差别很大,桥面不平度对冲击效应的影响较车速大,桥梁的位移冲击效应大于内力冲击效应。因此,设计分析时宜采用能充分模拟车辆特性的复杂模型,移动荷载冲击系数取值建议以位移冲击系数为基准。     

严格伪压缩映像不动点和均衡问题的公共元的迭代算法

均衡问题的解在最优化理论及应用中具有十分重要的意义。物理学和经济学中的很多问题可归结为寻找平衡问题的解。有关非线性算子不动点的迭代构造问题及混合均衡问题的求解方法,许多学者进行了研究。利用杂交投影算法,用以逼近Hilbert空间中严格伪压缩映像不动点集与混合均衡问题解集的公共元,并证明其强收敛性。此算法的最终投影具有显示表达,因而更有利于应用。所得结果改进和推广了最近一些文献的相应结果。     

基于正装迭代法的斜拉桥二次调索计算方法研究

索力计算是斜拉桥二次调索的关键技术环节。文章以一座采用二次调索施工的斜拉桥为例,介绍了运用结合影响矩阵的正装迭代法计算斜拉桥二次调索施工索力的方法,并通过施工过程仿真分析,验证了该方法计算结果精确,能有效控制斜拉桥施工过程的内力与线形,确保设计成桥状态得以实现。     

振弦式应变计测试混凝土线膨胀系数的研究

提出了一种在混凝土试件中埋入振弦式应变计测试线膨胀系数的方法,并将测试结果与直接加热法进行了对比,证明本方法测试结果可信,且操作简便。采用本方法对混凝土试件进行了230d的长期测试,得到了混凝土线膨胀系数随龄期变化的规律。结果表明,混凝土线膨胀系数在早龄期（2~3d）变化较为剧烈,后期趋向均匀,并略有减小,与现有研究结论一致。     

Fuel economy comparison of conventional drive trains series and parallel hybrid electric step vans

A hybrid electric vehicle (HEV) is a vehicle that combines a conventional propulsion system with an on-board rechargeable energy storage system to achieve better fuel economy than a conventional vehicle HEVs do not have limited ranges like battery electric vehicles, which use batteries charged by an external source. The different propulsion power systems may have common subsystems or components. The objective of this study is to compare the fuel economies of a conventional step van, a series hybrid electric step van (HESV), and a parallel HESV by calculating the fuel consumption using the ADVISOR software by NREL. We also showed the results of the vehicles in different driving cycles including the Central Business District bus cycles, the New York City Cycle, and the US EPA City and Highway cycles.     

江津区仁沱大桥平面二维水流数值模拟

采用水深平均有限元法平面二维数学模型,根据伽辽金加权余量法离散模型方程组,并结合Newton-Raphson迭代法,较好地模拟了江津仁沱地区河道水流流场。经綦江仁沱河段的实测水面线、水流流速分布验证,其计算结果令人满意。     

Study on Real-time Look-ahead and Adaptive Parametric Curve Interpolator

The principle of real-time look-ahead was introduced and analysed. An adaptive parametric curve interpolator with a real-time look-ahead function was developed for non-uniform rational B-spline (NURBS) curves interpolation, which considering the maximum acceleration/deceleration of the machine tool. In order to deal with the acceleration/deceleration around the feedrate sensitive corners, the look-ahead function was designed and illustrated. It can detect and adjust the feedrate adaptively. With the help of real-time look-ahead, the acceleration/deceleration can be limited to the range of the machine tool capacity. Thus, feedrate fluctuation is reduced. A NURBS curve interpolation experiment was provided to verify the feasibility and advantages of the proposed interpolator with a real-time look-ahead function.     

杭州湾跨海大桥车桥空间耦合振动参数分析

将整个车桥系统划分为车辆与桥梁两个子系统,引入车桥系统几何协调条件和力学平衡关系,采用含增量动力平衡迭代格式的Newmark-β方法编制了汽车-桥梁系统空间耦合振动分析程序,并采用弹簧质量系统匀速通过简支梁对程序的可靠性进行了验证。然后以杭州湾跨海大桥为工程实例,运用所编制程序详细研究了车辆数目、车辆间距、不同车道、车辆相向行驶、不同路面粗糙度以及不同车速时车流通过桥梁时主梁跨中的动力响应和冲击系数。研究发现:主梁跨中冲击系数随着路面粗糙度变坏而明显增大,与车辆数目、车辆间距、车辆相向行驶以及车速没有必然联系。     

Forecasting journey time distribution with consideration to abnormal traffic conditions

Travel time is an important index for managers to evaluate the performance of transportation systems and an intuitive measure for travelers to choose routes and departure times. An important part of the literature focuses on predicting instantaneous travel time under recurrent traffic conditions to disseminate traffic information. However, accurate travel time prediction is important for assessing the effects of abnormal traffic conditions and helping travelers make reliable travel decisions under such conditions. This study proposes an online travel time prediction model with emphasis on capturing the effects of anomalies. The model divides a path into short links. A Functional Principal Component Analysis (FPCA) framework is adopted to forecast link travel times based on historical data and real-time measurements. Furthermore, a probabilistic nested delay operator is used to calculate path travel time distributions. To ensure that the algorithm is fast enough for online applications, parallel computation architecture is introduced to overcome the computational burden of the FPCA. Finally, a rolling horizon structure is applied to online travel time prediction. Empirical results for Guangzhou Airport Expressway indicate that the proposed method can capture an abrupt change in traffic state and provide a promising and reliable travel time prediction at both the link and path levels. In the case where the original FPCA is modified for parallelization, accuracy and computational effort are evaluated and compared with those of the sequential algorithm. The proposed algorithm is found to require only a piece rather than a large set of traffic incident records.     

基于聚类网格文件的数据库操作并行联结算法

对数据库运算有很多并行算法。由于联结运算开销大而且使用频繁,所以,联结运算的优化至关重要。作者提出了基于网格文件的两个新的并行算法,分别用于一致关系和下一致关系。因为这里给出的算法避免了当前常用的散列算法中必然的开销很大的划分阶段,所以能够提高联结运算的效率。