中铁集装箱大连物流中心站场地工程地质条件评价及处理方案分析

沿海地区的工程地质条件较为复杂,存在多种特殊岩土和工程地质问题,对工程建设有较大的影响.综合分析和评价了中铁集团集装箱大连物流中心站的场地工程地质条件,场区存在素填土、软土、红黏土等多种不良地基土以及岩溶等工程地质问题.针对不同地基土的工程性质、岩溶的发育情况及分布特征,提出经济有效的处理措施,为沿海地区特殊岩土及工程地质问题的处理提供参考.沿海地区素填土处理采用强夯法施工方案;场区表层淤泥需清除,素填土底部淤泥采用CFG桩施工方案;岩溶采用高压旋喷水泥固结处理;红黏土需改良高液限土的工程性质,使之成为技术上可行与经济上合理的路基填筑方案.     

EXPERIMENTAL STUDY ON INFLUENCE OF SEVERED TRIGEMINAL BRANCH ON ADRIAMYCIN TRANSPORTED BY RETROGRADE AXOPLASMIC FLOW

ＥＸＰＥＲＩＭＥＮＴＡＬＳＴＵＤＹＯＮＩＮＦＬＵＥＮＣＥＯＦＳＥＶＥＲＥＤＴＲＩＧＥＭＩＮＡＬＢＲＡＮＣＨＯＮＡＤＲＩＡＭＹＣＩＮＴＲＡＮＳＰＯＲＴＥＤＢＹＲＥＴＲＯＧＲＡＤＥＡＸＯＰＬＡＳＭＩＣＦＬＯＷＬｉＪｉａｗｅｉ；ＨｕＹｏｎｇｓｈｅｎｇ；Ｚｈ...     

层次分析法在项目风险管理中的应用

针对现代项目风险管理涉及面广、技术复杂的特点,介绍了层次分析法(AHP)的理论及算法,对项目风险评估中出现的多指标、多方案的综合比较与选择问题提出了一种有效的解决方法;通过示例说明了在项目风险管理中如何应用该方法及其对提高项目管理水平所具有的重要意义.     

血清可溶性CD40配体对急性冠状动脉综合征的诊断

目的观察可溶性CD40配体(sCD40L)在急性冠状动脉综合征(ACS)、稳定型心绞痛及非冠心病患者血清中的变化,探讨其用于判断急性冠状动脉综合征的临床应用价值。方法选取我科2002年4月至2003年12月住院患者及部分随访患者共156例,其中急性冠状动脉综合征患者77例(包括急性心肌梗死患者37例,不稳定型心绞痛患者40例),稳定型心绞痛患者42例,非冠心病对照患者37例。应用ELISA法测定各组患者血清sCD40L水平并进行比较,ROC曲线分析sCD40L诊断急性冠状动脉综合征的临床价值。结果①急性冠状动脉综合征组患者血清sCD40L水平显著高于稳定型心绞痛患者和非冠心病患者(P<0.05),而急性冠状动脉综合征患者中急性心肌梗死和不稳定心绞痛患者之间没有显著性差异(P>0.05),稳定型心绞痛患者和非冠心病对照患者之间也没有显著性差异(P>0.05);②用sCD40L诊断急性冠状动脉综合征其ROC曲线下面积为0.773,灵敏度、特异度、准确率分别为82.8%、61.9%、85.7%。结论血清sCD40L水平升高代表着斑块的不稳定状态,对急性冠状动脉综合征的诊断有一定应用价值。     

用改良的荧光探针法测定外周血淋巴细胞膜流动性及其临床应用

用改良的荧光探针法测定外周血淋巴细胞膜流动性，此方法不需分离细胞膜，操作简便，灵敏度高，批内变异系数CV为0．9％。采用该方法对41例心力衰竭患者及20例正常人外周淋巴细胞膜流动性进行了测定，结果显示：心力衰竭患者外周淋巴细胞膜流动性P值为0．345±0．021，正常人为0．259±0．019，二者有显著差异（P＜0．05）；且发现外周淋巴细胞膜流动性改变与红细胞的改变一致，相关分析表明二者呈正相关（r=0．937，P＜0．05）。     

三种单相半波可控整流电路的比较研究

首先介绍了三种带不同负载的单相半波可控整流电路的工作原理,从理论分析中可以得出负载为阻感性负载时,输出电压的平均值降低。为了解决这个问题,可以在负载两端并联一个续流二极管。最后在Matlab/Simulink中对三种电路进行了建模和仿真,仿真结果验证了理论分析的正确性。     

Integrated optimization of bus priority operations in connected vehicle environment

Most previous works associated with transit signal priority merely focus on the optimization of signal timings, ignoring both bus speed and dwell time at bus stops. This paper presents a novel approach to optimize the holding time at bus stops, signal timings, and bus speed to provide priority to buses at isolated intersections. The objective of the proposed model is to minimize the weighted average vehicle delays of the intersection, which includes both bus delay and impact on nearby intersection traffic, ensuring that buses clear these intersections without being stopped by a red light. A set of formulations are developed to explicitly capture the interaction between bus speed, bus holding time, and transit priority signal timings. Experimental analysis is used to show that the proposed model has minimal negative impacts on general traffic and outperforms the no priority, signal priority only, and signal priority with holding control strategies (no bus speed adjustment) in terms of reducing average bus delays and stops. A sensitivity analysis further demonstrates the potential of the proposed approach to be applied to bus priority control systems in real‐time under different traffic demands, bus stop locations, and maximum speed limits. Copyright © 2016 John Wiley & Sons, Ltd.     

Integrated optimization of location and signal timings for midblock pedestrian crosswalk

Finding the optimal location and signal timing plan is one of the most critical operational issues for a signalized midblock crosswalk on an arterial section, which is increasingly being installed in highly populated areas in developing countries such as China. This paper presents a multiobjective optimization model and an efficient solution algorithm for a one‐ or two‐stage midblock crosswalk on an arterial section. The proposed model aims to produce the optimal location and corresponding signal settings to balance the trade‐off between pedestrian delays and vehicular bandwidth when the signals of the crosswalk and adjacent intersections are coordinated. The proposed model has three distinguishing features: (i) the costs for both pedestrians and vehicles are considered in a unified framework; (ii) the location and signal settings of the midblock crosswalk are simultaneously optimized; and (iii) a multiobjective optimization approach is developed to study the effectiveness of the midblock crosswalk under conditions in which the priorities between pedestrian and vehicle flows differ. A nondominated sorting genetic algorithm II (NSGA II)‐based algorithm is developed to solve the model efficiently. The results of the case study showed that the proposed model would help traffic practitioners, researchers, and authorities properly locate and signalize a one‐ or two‐stage midblock pedestrian crosswalk on an arterial section. Copyright © 2015 John Wiley & Sons, Ltd.     

柴油发电机组冲击计算分析

抗冲击要求是现代船用柴油发电机组的重要考核指标之一,目前国内仍以仿真分析作为柴油发电机组抗冲击研究的主要手段。本文运用ANSYS软件,针对20缸V型柴油机与某发电机构成的机组主要部件在刚性安装情况下进行垂向抗冲击计算。经计算可知：整个模型中发电机定子安全系数最低,经分析是由于其仅有定子没有转子,导致质量较小,所受冲击较大,在此可不考虑其安全系数大小;对发电机组其余部分来说在该冲击输入下满足使用要求,应力最大位置发生在连杆上,且连杆的安全系数较低。     

基于水动力—结构模型的VLGC强度和疲劳分析

超大型全冷式液化气船（VLGC）是国际上公认的设计及建造技术难度最大的船型之一,VLGC波浪载荷是船舶设计计算分析的重要载荷,准确的评估波浪载荷对船舶强度的设计非常重要。论文从DNV先进的水动力计算软件HydroD对VLGC船满载和压载工况下的波浪载荷进行了计算,得到了VLGC船相应工况下的运动响应和短期预报、长期预报值,并把计算出的波浪载荷传递到全船结构有限元结构模型中,加载分析得到了VLGC船的应力分布,对相应地方做了适当改进和加强,并对典型节点进行疲劳强度分析,得到了典型节点的疲劳寿命。对VLGC船整个波浪载荷传递到有限元模型的这一套流程做了分析和研究,也为进一步应用水动力方法计算其它船型的结构强度和疲劳寿命打下了良好的基础。