大型自航艏吹开体泥驳开发

开体泥驳是辅助大型挖泥船疏浚施工关键设施之一。针对国内研发的4 000 m3大型自航艏吹开体泥驳,分析泥驳通过左右两个半体开启快速卸泥、在浅水区域卸泥、通过溢流筒装置实现不同装舱高度溢流、通过艏吹装置进行吹岸作业等功能特点,提出此类型船设计的关键技术,解决了船舶开体状态稳性、液压缸及泥舱密封等一系列技术难题,掌握了大型自航艏吹开体泥驳核心技术,为同类型船的设计提供借鉴。     

Greenhouse gas emissions from road transport in South Africa and Lesotho between 2000 and 2009

Road transport is the major source of global greenhouse gas emissions from the transport sector, contributing about three quarters towards the total transport emissions. This study used the Intergovernmental Panel on Climate Change Tier 2 approach to calculate greenhouse gas emissions from road transport in South Africa and Lesotho between 2000 and 2009. Key transport emitting sources, trend analysis and modal intensities were determined for the two countries. For South Africa, provincial road transport emissions were calculated from the number of vehicles by vehicle type and distance travelled. Calculations were at a national level in Lesotho. Road transport carbon dioxide equivalent emissions were estimated at 43.5 million tonnes in South Africa and 0.28 million tonnes in Lesotho in 2009. Motorcars and trucks produced 70.6% of the total road transport emissions in South Africa. Road transport emissions increased by approximately 2.6% per year between 2000 and 2009 in South Africa, while they increased by approximately 2.5% per annum in Lesotho over the same period. Gauteng province had the highest emissions, contributing approximately a third of total road transport emissions in South Africa; while the Northern Cape contributed only 2%. Minibus taxis were the most efficient transport mode on the basis of load carried. The Northern Cape had the highest emissions per passenger-kilometres and tonne-kilometre while the North West had the lowest. Trend assessment showed that emissions from trucks increased rapidly while emissions from other modes of transport decreased over the study period.     

泥浆泵舱顶部甲板减振研究

以某平台泥浆泵舱顶部甲板为研究对象，利用数值计算和振动测试结合的方法对其减振方案进行研究。设置两种泥浆泵运行工况，利用振动分析仪测量甲板上表面8个高振动测点的振动速度。利用有限元方法建立顶部甲板模型，通过模态分析和谐响应分析得到顶部甲板的前五阶固有频率和各测点振动速度-转速曲线。振动响应数值计算结果和测试结果吻合，验证数值模型可靠性。分析发现顶部甲板固有频率远离激励频率，结构振动属于强迫振动，主要由泥浆泵输出管系的管托固定在刚度较弱的顶部甲板纵骨引起。甲板振动速度不符合规范要求，因此提出两种增加刚度的减振措施。通过谐响应分析重新计算测点的振动速度响应，结果满足规范要求。研究结果为船体局部结构设计和减振设计提供参考。     

某新型轻卡转向系统模态对标及优化研究

转向系统模态控制是整车NVH开发的重要内容。文章针对某新型轻卡的怠速方向盘抖动问题,讨论了转向系统有限元模型的准确度影响因素,并与实测的方向盘频响曲线做对比。在模态及应变能分析结果上探讨了模态提升的主要方向,在此基础上优化转向系统主要部件,取得了较好效果。文章提供的转向系统模型对标及优化方法具有指导意义,对类似工程问题也有一定参考价值。     

利用模态分析技术获取轮胎的模态参数

由模态试验获取轮胎自由悬置的模态参数，应用模态分析技术进行轮胎力学研究，用模态综合法实现轮胎自由悬置到固定支承的转化，从而从理论上给出轮胎固定支承时的模态参数。计算结果与试验结果基本吻合。     

4118Z型柴油机油底壳模态与结构分析

本文利用有限元方法对4118Z型柴油机油底壳进行了模态分析,与实验结果进行了比较,两者较为一致,说明所用的有限元分析模型可用于油底壳动态响应分析及设计优化。利用该模型,分析了结构参数与油底壳振动模态的关系,从中总结出了一些基本规律。     

U型桥台施工期间开裂的成因和防治

对施工期间高填方U型桥台在侧墙与前墙接缝处开裂的原因进行了分析 ,且提出了开裂成因和防治办法 ,供设计、施工参考     

沥青混合料水稳性试验方法

通过对不同空隙率条件下的沥青混合料进行浸水马歇尔试验，冻融劈裂试验，比较了各水稳性试验方法在评价沥青混合料水稳性时的优劣，并对原因进行了分析，最后对沥青混合料的水性试验方法及评价指标进行了探讨。     

基于公交可达性的公交方式选择模型研究

交通方式选择是公交出行需求预测的关键内容之一。文章在公交方式选择效用函数中加入起点和终点交通小区的交通可达性（考虑公交站点到达时间、站台数量、线路条数、发车频率等）,对Logit模型进行改进,并用海口市居民出行调查数据对改进模型进行验证,结果表明改进模型划分结果更接近真实值。     

Damage Detection for Long-Span Cable-Stayed Bridge

Introduction Withthetendencyoflightnessandflexibilityin thedesignoflarge spanbridges,moreandmore cable stayedbridgeshavebeenconstructedallover theworld.TheRunyangYangtseRiverBridge,whichhasjustcomeintoserviceandlinksthetwocit iesofZhenjiangandYangzhouinChina,isasuper hugecable supportedbridgecomposedofasuspen sionbridgeandacable stayedbridge.Thecable stayedbridgeonthenorthbranch,withamainspanof40600cmandtwosidespansof17540cmonboth sides,consistsoftwovase shapedconcretetowers,double planefan…