浅水中航行船舶的水动力系数

本文利用切片理论数值研究了浅水中前进船舶的水动力系数.为计及水深的影响,采用简单格林函数方法求解剖面水动力系数,提出了满足辐射条件的一种较方便的数值方法.计算了一数学船型的水动力系数,并与有关文献结果比较验证了数值方法的可行性.数值结果显示了水底效应对航行船舶水动力的影响,为进一步研究浅水航行船舶的耐波性提供了基础.     

水位降落期间土质岸坡稳定性劣化机理及趋势

以三峡库区典型的土质岸坡为研究对象,通过GeoStudio软件对库区岸坡进行数值模拟,计算水库蓄水期间,水位由175 m降落到145 m的工况下,岸坡的饱和-非饱和渗流场的变化趋势,研究土质岸坡稳定性劣化机理。计算结果表明:库水位降落期间,随着渗透系数的减小,土质岸坡稳定系数下降得越快,且岸坡稳定系数曲线有相似的下降趋势。     

潜艇操纵水动力小波神经网络预报方法研究

针对潜艇操纵性优化设计中水动力系数预报问题,在潜艇水动力预报中引入艇体肥瘦指数概念,确定了潜艇艇体几何描述的五参数模型。提出采用小波神经网络方法预报潜艇水动力,确定了神经网络的结构,利用均匀试验设计方法,设计了神经网络的学习样本。在验证CFD预报艇体水动力有效的基础上,完成了样本水动力系数的CFD计算;通过对样本进行学习,完成了潜艇艇体操纵性水动力系数小波神经网络预报。研究结果表明,只要确定适当的输入参数,选择适当的学习样本和网络结构,利用小波神经网络方法对潜艇水动力进行预报可以达到较高的精度。     

倒梯形桁架桥断面气动参数研究

采用计算流体力学(CFD)和风洞试验相结合的方法,对某倒梯形桁架主梁断面二维等效模型和气动导纳函数进行研究。首先依据外轮廓和实面积比不变的原则,建立斜腹杆位置不同的二维模型,识别其静力三分力系数并与风洞试验结果对比,得到二维等效模型。随后基于二维SST k-ω湍流模型和2D LES模拟,对二维等效模型分别进行气动导纳数值识别,识别结果与风洞试验对比研究。结果表明:无论是基于RANS的SST湍流模型还是2D LES模拟,二维等效模型气动导纳识别结果均与Sears函数较为接近,而SST k-ω模型气动仿真结果与风洞试验吻合良好;采用文章所用模型简化和数值识别方法,可对桁梁的气动参数进行有效识别。     

公路卵型曲线设计新方法研究的改进和详测

在学习“公路卵型曲线设计新方法研究”后，针对其需经反复调试后才能求得理想线位的方法，提出了改进意见和详细测设放样。可供设计、施工单位参考应用。     

Scattering of surface water waves involving semi-infinite floating elastic plates on water of finite depth

Two problems of scattering of surface water waves involving a semi-infinite elastic plate and a pair of semi-infinite elastic plates,separated by a gap of finite width,floating horizontally on water of finite depth,are investigated in the present work for a two-dimensional time-harmonic case.Within the frame of linear water wave theory,the solutions of the two boundary value problems under consideration have been represented in the forms of eigenfunction expansions.Approximate values of the reflection and transmission coefficients are obtained by solving an over-determined system of linear algebraic equations in each problem.In both the problems,the method of least squares as well as the singular value decomposition have been employed and tables of numerical values of the reflection and transmission coefficients are presented for specific choices of the parameters for modelling the elastic plates.Our main aim is to check the energy balance relation in each problem which plays a very important role in the present approach of solutions of mixed boundary value problems involving Laplace equations.The main advantage of the present approach of solutions is that the results for the values of reflection and transmission coefficients obtained by using both the methods are found to satisfy the energy-balance relations associated with the respective scattering problems under consideration.The absolute values of the reflection and transmission coefficients are presented graphically against different values of the wave numbers.     

不同层间接触条件下半刚性路面结构疲劳特性分析研究

对半刚性基层沥青路面层间处于完全连续、完全滑动状态条件下的拉应力、剪应力分布进行了分析,同时分析了考虑半滑动半连续状态中不同的滑动系数对沥青层和半刚性层的最大拉应力的影响,并根据我国现行沥青路面设计规范进行了完全连续、完全滑动、半滑动半连续状态下的半刚性基层沥青路面疲劳特性分析。结合湖南省常张高速公路的工程实践,介绍了层间粘接处理的工程经验。     

Adaptive backstepping control of train systems with traction/braking dynamics and uncertain resistive forces

Although backstepping control design approach has been widely utilised in many practical systems, little effort has been made in applying this useful method to train systems. The main purpose of this paper is to apply this popular control design technique to speed and position tracking control of high-speed trains. By integrating adaptive control with backstepping control, we develop a control scheme that is able to address not only the traction and braking dynamics ignored in most existing methods, but also the uncertain friction and aerodynamic drag forces arisen from uncertain resistance coefficients. As such, the resultant control algorithms are able to achieve high precision train position and speed tracking under varying operation railway conditions, as validated by theoretical analysis and numerical simulations.     

考虑停车换乘及停车收费的拥堵收费公平性影响研究

通过对联合停车的拥堵收费分析,为确定不同出行方式中单人城市道路资源占用量和比例以及相同出行方式的人群占总出行量的比例,作者根据十种方式的人口比例和实际占有的道路资源份额绘制了洛伦兹曲线,并用标定曲线的数学模型来计算基尼系数,评价了公平程度。此外,论文比较此政策实施前后洛伦兹曲线、基尼系数。最后,用数据进行了计算和分析,说明了该方法的有效性,能够对拥挤收费的公平性进行有效的分析。该研究为拥挤收费的实施提供了相关借鉴。     

高强螺栓作为横向预应力钢筋时的性能分析

高强螺栓主要在钢结构中使用,为研究高强螺栓应用到混凝土结构中作为横向预应力钢筋时的性能,对2个阶梯型试件进行了试验研究.计算了高强螺栓的转矩系数.通过在高强螺栓上粘贴应变花,测得了高强螺栓的实际应力分布,对高强螺栓预拉力计算公式中的剪应力影响系数建议偏于保守的取为1.3.