城市轨道交通晚点列车的运行调整模型

分析了城市轨道交通列车发生出发晚点后,在确保安全的前提下,针对不同的初始晚点时间利用运行图缓冲时间进行运行调整的策略。该策略旨在尽量避免连带晚点,并使所有受影响列车尽快恢复正点运行。最后建立了列车运行图的实时调整模型,并运用仿真软件对策略进行了验证。     

Design,analysis and performance evaluation of a third order distributed protocol for platooning in the presence of time-varying delays and switching topologies

This paper is concerned with the problem of designing a decentralized consensus protocol for platooning of non-identical vehicles in the presence of heterogeneous time-varying communication delays. The proposed control protocol makes use of a state feedback and to this aim drivetrain dynamics are modeled as third-order linear systems. Necessary and sufficient conditions for convergence and exponential stability, derived by using an appropriate Krasovskii functional, demonstrate the ability of the platoon in reaching the required regime with an exponentially bounded behavior. The proposed LMI-based approach allows to estimate both delay margin and decay rate. Moreover, convergence is proven under switching communication network topologies by means of a Lyapunov-Razumikhin function, and the assessment of a string stable behavior has been also theoretically investigated. High-fidelity simulations with Plexe show the effectiveness of the theoretical results in different driving conditions and in the presence of external disturbances and communication impairment. Different communication channel models are used in the validation stage to further prove robustness of the proposed methodology with respect hard delay and packets losses.     

基于道路交通的相空间重构

利用相空间重构法,对道路交通中的车流量进行模拟分析,在选择适当的嵌入维数和延迟时间的情况下,得到相应的关联维度,即车流量这个时间序列的吸引子维度.得到的关联维度是个大于2的分形维,说明构成此序列的交通系统是个混沌系统.如果要进一步构建此系统的动力学模型,至少需要3个独立的参数变量.此方法为道路交通预测工作的顺利展开打下了一定的基础.     

动态载荷识别的自适应延迟逆模型方法

为减小载荷识别问题对原系统先验知识的依赖,采用系统的自适应延迟逆模型识别时域载荷。采用自适应算法辨识延迟逆模型,代替了一般识别方法中的系统特性矩阵求逆过程,避免了病态问题。随后将工作状态下的响应作为逆模型的输入,则其输出就是时域载荷的延迟估计。通过对两端简支梁结构进行载荷识别的仿真研究,以及对双层隔振试验台架的试验研究,识别了稳态激励和瞬态激励,验证了该方法的有效性。该方法不需要了解系统的数学模型及参数,因此能够应用于工程实践中。     

伴有故障和延迟维修的清空排队系统的均衡分析

考虑一个马氏排队清空系统,将其看成一个在站台服务的容量无限的交通服务系统,顾客按照泊松过程到达系统后接受服务,而服务时间服从指数分布,假设交通工具容易出现故障,并且经过一个服从指数分布的延迟时间后,才能得到修理.在几乎可见情形下,顾客根据前面已进入系统的人数决定是否进入系统,结合一个线性支付函数,获得了顾客的均衡离开策略.     

The clinical analysis of three methods in the treatment of intracranial bacterial infection

Objective To analyze the effect of three therapeutic methods to find an optimal approach to the treatment of intracranial bacterial infection by retrospectively reviewing 33 intracranial bacterial infection patients who were admitted from 1995 to 2008 in oar hospital. Methods The treatments by intermittent lumbar puncture,continuous lumbar subarachnoid space drainage, and embedment of Ommaya cyst for continuous drainage from the ventricles were performed in 15 cases, 12 cases, and 6 cases respectively along with intravenous application of full dose of antibiotics. Results Nineteen cases were cured and the best prognosis was from the group of Ommaya cyst embedment and continuous drainage from the ventricles. Conclusion Management goals are prompt recognition of the central nervous system (CNS) infection, rapid identification of causative organisms and initiation of treatment with the optimal management methods for complications. Embedment of Ommaya cyst for continuous drainage from the ventricle is a safe and effective treatment for intracranial bacterial infection.     

脑血管病和颅内肿瘤患者CSF-CK-BB实验与临床研究

采用层析荧光改良法对84例脑血管病（CVD）和颅内肿瘤（ICT）患者脑脊液（CSF）中脑型肌酸激酶同功酶（Brain Type Creatine Kinase Isoenzyme,CK-BB）活性作了测定。结果表明,在CVD急性期和ICT患者的CSF-CK-BB活性均有明显升高,且以出血性卒中（HCVD）的升高最为显著,其次为ICT,而缺血性卒中（ICVD）的升高则相对较低;同时CSF-CK-BB活性升高与CVD和ICT患者脑损伤的程度、范围和预后相关,而与ICT的病理性质及瘤腔内坏死范围无关。     

脑转移瘤的磁共振诊断

目的 评价核磁共振成像在脑转移瘤中的诊断价值。方法 经临床证实的脑转移瘤34例,行MRI平扫及增强扫描,分析其影像表现。结果 MRI平扫1例正常,33例共发现病灶178个,呈略长T1长T2信号,约半数有囊变,少数合并出血;GdDTPA增强扫描,34例共发现病灶245个,呈结节状或环形明显强化。结论 磁共振增强扫描是诊断脑转移瘤的最佳方法。     

物理分割的非机动车道超车事件延误动机模型

表征骑车者舒适程度的指标＂超车事件数＂较为合理地体现了非机动车道路服务水平。基于超车物理机理的Hummer非机动车超车事件数预测模型已得到广泛应用,但中国道路及自行车有着鲜明的自身特点,因此其在中国地区运用尚存不足。据此,修正模型引入影响较大的延误事件和自行车骑行者的超车动机2个参数,对物理分割的非机动车超车事件数进行了研究。比较南京实地勘测的事件数据和各类预测数,相关性相对Hummer模型增大,拟合结果验证了修正模型的准确性。     

基于混凝土细观结构的徐变逐步分析

分析了已有的混凝土徐变计算方法,提出了一种新的徐变计算方法,该方法分离了以骨料为主的弹性和以砂浆基质为主的滞弹性;采用了Kelvin链来模拟黏弹性并表现了混凝土的老化作用和滞后效应的时间;引入滞后效应时间比例因子考虑时间对混凝土滞后效应的响应速度。实例分析结果表明:混凝土结构变化过程受其滞弹性影响较大而最终状态几乎不受影响,时间比例因子在结构卸载或反复荷载的作用下对混凝土材料的特性影响明显。