基于居住区共享停车的双层规划诱导模型

为了缓解因城市停车资源有限造成的停车难问题,根据共享停车理论和智能交通诱导策略,提出了居住区泊位参与的共享停车诱导服务流程,探讨了实现居住区共享停车的基本条件,建立了诱导服务的泊位协调控制双层规划模型.该模型上层以高峰泊位空闲指数差异均值最小为目标,作为衡量该诱导服务能否实现区域范围停车资源均衡利用的指标;下层以驾驶员停车后平均步行距离最小为目标,作为衡量共享停车是否可行的依据.根据双层规划模型的求解原理和粒子群算法优化思想,设计了该模型的粒子群嵌套优化算法,并进行仿真实验.结果表明:鹤祥园小区最低泊位空闲指数为0.301,最大高峰泊位对外共享率为0.093,即只利用了不足1/3的闲置泊位就缓解了远洋城的停车问题;平均步行距离为160.59m,说明共享方案可行.      

铁路路基翻浆冒泥的列车动力学研究

结合湖南省境内一段铁路路基工程实例,对路基翻浆冒泥机理进行分析,着重从动力学的角度分析列车循环荷载对路基翻浆冒泥现象发生的影响,并在路基的不同位置埋设土压力盒,以对列车通过的荷载传递规律进行监测。     

基于电动汽车稳定性控制研究

基于验证稳定性的控制算法是否可行,建立了整车7自由度模型和2自由度模型,采用先进的智能控制方法来提高车辆的稳定性。对汽车模型在低附着系数上对转向盘进行阶跃输入和正弦输入工况,并进行了仿真分析,得出结论,有控制器的汽车与未加控制器的汽车相比,汽车的质心侧偏角与横摆角速度的输出稳定状态值减小,提高了车辆的横摆稳定性。     

中型客车变速操纵系统改进设计

针对公司中型客车操纵换档力比较重以及选档档位不清的问题,经过理论计算和测试分析,实施改进方案,并通过试验验证,效果较好。     

玻璃钢游艇船底结构振动特性分析

为分析玻璃钢游艇艇底结构的振动特性,文章采用有限元法对玻璃钢艇底结构进行模态分析,分析横纵肋板厚度对结构振动的影响。结果表明:增加横肋板厚度会使艇底结构固有频率减小,而纵肋板厚度增加造成艇底结构固有频率升高;建造游艇时,更应注意肋板的选取对艇底结构振动特性的影响。     

Two-dimensional numerical simulation of an elastic wedge water entry by a coupled FDM-FEM method

Hydroelastic behavior of an elastic wedge impacting on calm water surface was investigated. A partitioned approach by coupling finite difference method (FDM) and finite element method (FEM) was developed to analyze the fluid structure interaction (FSI) problem. The FDM, in which the Constraint Interpolation Profile (CIP) method was applied, was used for solving the flow field in a fixed regular Cartesian grid system. Free surface was captured by the Tangent of Hyperbola for Interface Capturing with Slope Weighting (THINC/SW) scheme. The FEM was applied for calculating the structural deformation. A volume weighted method, which was based on the immersed boundary (IB) method, was adopted for coupling the FDM and the FEM together. An elastic wedge water entry problem was calculated by the coupled FDM-FEM method. Also a comparison between the current numerical results and the published results indicate that the coupled FDM-FEM method has reasonably good accuracy in predicting the impact force.     

带有变化率的同轴圆柱体受到的波浪力研究(英文)

Wave diffraction of two concentric porous cylinders with varying porosity was studied by using an analytical method based on eigenfunction matching.The fluid domain around the cylinders is divided into three sub-domains and in each sub-domain an eigenfunction expansion of the velocity potential is obtained by satisfying the Laplace equation,the boundary conditions on the free surface and on the sea bed.The unknown coefficients of eigenfunction expansions are determined by boundary conditions on the porous hulls.In the paper,the boundary conditions are based upon the assumption that the flow in the porous medium is governed by Darcy’s law.Two porous-effect parameters applied on two porous cylinders are functions of the vertical coordinate instead of the constant.Wave loading on the outer and inner cylinder is presented in the numerical results.     

潜艇磁矩对反潜直升机磁探宽度的影响

通过潜艇磁场的偶极子模型和直升机磁异探测模型建立了潜艇的磁异场模型,然后依据文中所提出的磁异强度指标曲线确定了直升机的磁异探测宽度,在此基础上对潜艇磁矩与反潜直升机磁探宽度的关系进行了仿真分析。大量仿真结果表明,潜艇磁矩对磁探仪探测宽度的影响较大,随着潜艇磁矩的减小磁探仪的探测宽度快速减小,当潜艇磁矩减小为原来的0.3倍时,探测宽度减小一半。同时反潜机航向对磁异探测宽度随潜艇磁矩变化关系的影响在东西航向上达到最大。另外,在对潜艇磁矩对磁探仪探测宽度的影响近似估计时,可采用偶极子磁场的最小探测宽度模型进行计算。     

复杂环境下浅埋隧道的爆破震动监测与控制技术

深圳地铁5号线和7号线在太安站—怡景站区间为浅埋暗挖隧道,地表建筑物密集,按规范规定必须在爆破施工的同时进行震动监测,以保证施工环境的安全.文章选取了有代表性的监测断面,对其监测数据进行了分析,得出了沿隧道径向和法向的震动规律:径向上,在掌子面(0测点)两侧对称的测点的震动速度规律反映为成洞区大于开挖区;法向上,以掌子面(0测点)为中心,往两个方向呈现震速下降的趋势,而且近似线性下降.分析结果表明,采用密集减震孔和竹节的减震方法能够起到明显的减震效果,径向的减震效果比法向的要好.     

惠州某海堤结构优化研究

本文以惠州某填海项目为研究背景,以项目海堤为研究对象.海堤后方为化工园区,其等级要求较高.根据规范公式计算,得到海堤顶高程理论值及护面块体、垫层、护底块石稳定重量.由于该地区地形较为复杂,局部位置波浪反射与叠加情况较为严重,部分位置存在波能集中现象.为检验海堤结构在实际环境中的稳定性及越浪量,需对其进行物理模型试验,并...