沈阳地铁行车间隔及运营交路情况分析研究

沈阳地铁一、二号线自运营以来均采用单一大交路模式组织行车,受各项条件限制,现有行车组织模式很难满足未来客流增长的需要。本文从客流情况、折返能力、车辆数量等运营现状进行分析,研究在保证一、二线运力相互匹配情况下如何进一步提升运力,并且深入分析单一大交路模式过渡到大小交路模式后应急情况下的运营调整措施,最终确定沈阳地铁更加合理的行车间隔及运营交路模式。     

大蒜素对脑胶质瘤细胞U87细胞侵袭能力的影响及其机制

目的检测大蒜素对脑胶质瘤细胞U87侵袭能力的影响及其可能机制。方法利用MTT法检测大蒜素对U87细胞增殖能力的抑制作用。利用Transwell小室检测大蒜素对U87细胞侵袭能力的抑制作用。采用Real-time PCR和Western blotting方法检测大蒜素对U87细胞中MMP-2和MMP-9表达水平的影响。采用Western blotting的方法检测大蒜素对p38磷酸化水平的影响。结果大蒜素能够明显抑制U87细胞的增殖(浓度>8μg/mL,P<0.05)。且大蒜素(浓度<8μg/mL)能够明显抑制U87细胞的侵袭能力(P<0.05)。在大蒜素作用24h后,U87细胞中MMP-2和MMP-9的表达水平明显降低(P<0.05)。p38的磷酸化水平在大蒜素作用后明显降低(P<0.05)。结论大蒜素能够抑制脑胶质瘤细胞U87的侵袭能力,其机制可能是通过对p38信号的通路活性的调节进而降低MMP-2和MMP-9的表达来实现的,提示大蒜素在脑胶质瘤的治疗中具有潜在的应用价值。     

基于Hermite插值法的GM(1,1)模型在软基地表沉降预测中的应用

地表沉降量作为判定地基卸载时间的直接技术指标,其计算的准确性已成为各类工程技术人员面临的难题之一。为研究某软基施工过程中加固效果的动态变化情况,采用Hermite插值法将现场地表沉降实测数据转化为等时间间隔,并基于转化结果建立了GM(1,1)模型和对应的时间响应函数,以预测不同时间下的地表沉降量。分析计算结果表明:GM(1,1)模型的计算精度等级为1级,对不同时间下的地表沉降量能进行较好的预测;同时,为今后解决类似复杂沉降预测问题提供了借鉴和指导。     

径向激励作用下有限长双层圆柱壳声振传递特性研究

文章利用Donnel壳体方程描述双层圆柱壳振动,以附加阻抗的形式表示环肋、实肋板以及水介质等对壳体的力作用,结合内外壳振动位移模态展开形式,建立了双层圆柱壳内外壳之间的声振传递矩阵。同时开展了双层圆柱壳外壳均方速度响应仿真分析,验证了双层圆柱壳内外壳振动响应之间存在固定的传递关系,不受激励源特性影响,为双层圆柱壳辐射噪声预估提供了一定的理论指导。     

捷联航姿系统航行状态下的组合对准算法研究

由于捷联航姿设备无纬度解算值,导致跨纬度航行时航向误差过大,引入计程仪速度与航姿设备输出姿态、航向一起对纬度值进行计算,航行状态引入计程仪信息后建立数学模型进行初始对准,经航行实验验证,72小时内航向角误差得到了极大的缩小,验证了该数学模型的可行性,可提高设备的精度,具有实际使用意义。     

静水压力作用的水下结构振动及声辐射

采用有限元／边界元方法开发了静水压力作用的水下结构振动与声辐射的计算程序。依据不同分析域的特点，对结构域和流体内域采用有限元方法，对流体外域采用边界元方法。分析了流体一结构相似特性，使通过对常规结构有限元分析程序中的参数作合理设置，使之能直接用于内域流体声学有限元分析。流体外域采用边界元方法，选取合适的格林函数，能够考虑无穷远和自由液面边界条件。流体对结构的作用表现附加质量和附加阻尼。采用FORTRAN代码计算外域流体附加质量和附加阻尼矩阵，采用结构有限元分析程序对结构和内域流体作有限元分析，采用DMAP代码将附加质量和附加阻尼同结构质量矩阵和阻尼矩阵相叠加，实现了流固耦合计算。通过几何刚度矩阵对结构刚度矩阵修正来考虑静水压力对结构声辐射的影响。     

Householder矩阵的性质及其等价表示

对Householder矩阵的特征值给出了3种不同的求法，对此矩阵的初等反射性质作出了具有几何意义的证明，并讨论了该矩阵的若干性质．还作出了此矩阵的一个等价表示及给出了一个特殊的线性变换，使得在此变换下的表示矩阵就是Householder矩阵.     

Pole location control design of an active suspension system with uncertain parameters

This paper addresses the problem of robust control design for an active suspension quarter-car model by means of state feedback gains. Specifically, the design of controllers that assure robust pole location of the closed-loop system inside a circular region on the left-hand side of complex plane is investigated. Three sufficient conditions for the existence of a robust stabilizing state feedback gain are presented as linear matrix inequalities: (i) the quadratic stability based gain; (ii) a recently published condition that uses an augmented space and has been here modified to cope with the pole location specification; (iii) a condition that uses an extended number of equations and yields a parameter-dependent state feedback gain. Unlike other parameter-dependent strategies, neither extensive gridding nor approximations are needed. In the suspension model, the sprung mass, the damper coefficient and the spring constant are considered as uncertain parameters belonging to a known interval (polytope type uncertainty). It is shown that the parameter-dependent gain proposed allows one to impose the closed-loop system pole locations that in some situations cannot be obtained with constant feedback gains.     

无砟轨道条件下轨道电路传输长度建模与仿真

由于无砟轨道板中纵横交错的钢筋网络与钢轨产生电磁耦合导致无绝缘轨道电路传输长度大大缩短.本文根据无绝缘轨道电路对无砟轨道适应性的电磁分析,定量计算出无砟轨道对无绝缘轨道电路影响的大小.通过建立一种新的轨道电路模型及仿真来验证钢轨等效阻抗计算的正确性.     

Handling stability improvement through robust active front steering and active differential control

The design of the integrated active front steering and active differential control for handling improvement of road vehicles is undertaken. The controller design algorithm is based on the solution of a set of linear matrix inequalities that guarantee robustness against a number of vehicle parameters such as speed, cornering and braking stiffnesses. Vehicle plane dynamics are first expressed in the generic linear parameter-varying form, where the above-stated parameters are treated as interval uncertainties. Then, static-state feedback controllers ensuring robust performance against changing road conditions are designed. In a first series of simulations, the performance of the integrated controller is evaluated for a fishhook manoeuvre for different values of road adhesion coefficient. Then, the controller is tested for an emergency braking manoeuvre executed on a split-μ road. In all cases, it is shown that static-state feedback controllers designed by the proposed method can achieve remarkable road handling performance compared with uncontrolled vehicles.