具有混合时变时滞的不确定马尔科夫跳变系统中立无源滤波

文章研究了具有时变时滞和范数有界不确定参数的中立型马尔科夫跳变系统(NMJs)的无源分析和基于无源的混合时滞滤波器设计问题.首先,通过构造模态相关的Lyapunov泛函并引入自由权矩阵(FWMs),得到了中立马尔科夫跳变系统无源的时滞相关条件.其次,通过线性矩阵不等式(LMIs)设计了模态相关中立型无源滤波器,以保证增...     

多个独立同分布应力作用下的极值型——极值型（Ⅰ—Ⅲ）模式的结构可靠性估计

本文讨论了在多个独立同分布应力作用下的极值型－极值型（Ⅰ－Ⅲ）模式结构可靠性估计，给出了分布参数及结构可靠度ｐｒ＝Ｐ（ｍａｘ（Ｓｉ）〈Ｒ）的矩估计，极大似然估计及置信下限。     

计算三重复式交叉导爆管网路可靠度的随机过程法

运用齐次马尔可夫过程理论，得到计算三重复式交叉导爆管网路可靠度的有效方法。     

利用Weibull分布对飞机某部件的金属材料的疲劳寿命的可靠性估计

本文在Ｗｅｉｂｕｌ分布下对飞机的某关键部件的金属材料的疲劳寿命进行可靠性估计，并给出了部分可靠度和可靠寿命的估计结果．     

考虑车辆随机停放的停车楼减震设计与可靠度分析

在停车楼的设计中通常将车辆荷载以活荷载的方式均匀分布到结构上,实际上受车辆随机停放的影响,停车楼结构整体质量中心偏移,一旦结构遭遇罕遇地震时,车辆的随机停放可能造成停车楼结构发生扭转破坏.本文在传统减震设计方法的基础上考虑车辆活荷载的随机性,并从可靠度的角度验算减震结构在大震作用下的倒塌概率.结果表明,相同的减震设计布...     

一种基于区间过程模型的时变可靠性分析方法

本文提出了一种基于区间过程模型的时变可靠性分析方法来处理涉及区间变量和区间过程的问题.首先,定义一种基于极值响应的可靠性指标来度量区间变量和区间过程不确定性下结构的可靠性.其次,建立并求解一双层优化模型以获得可靠性指标.在内层中,使用EGO方法计算功能函数关于时间的极值响应;在外层中,对极值响应关于原始区间变量和区间过...     

A new reduction-based LQ control for dynamic systems with a slowly time-varying delay

Time delays in the feedback control often dete- riorate the control performance or even cause the instability of a dynamic system. This paper presents a control strategy for the dynamic system with a constant or a slowly time-varying input delay based on a transformation, which sire-plifies the time-delay system the relation is discussed for into a delay-free one. Firstly, two existing reduction-based linear quadratic controls. One is continuous and the other is discrete. By extending the relation, a new reduction-based control is then developed with a numerical algorithm presented for practical control implementation. The controller suggested by the proposed method has such a promising property that it can be used for the cases of different values of an input time delay without redesign of controller. This property provides the potential for stabilizing the dynamic system with a time-varying input delay. Consequently, the application of the proposed method to the dynamic system with a slowly time-varying delay is discussed. Finally, numerical simulations are given to show the efficacy and the applicability of the method.     

Efficient computation for dynamic responses of systems with time-varying characteristics

Based on Neumman series and epsilon-algorithm, an efficient computation for dynamic responses of systems with arbitrary time-varying characteristics is investigated. Avoiding the calculation for the inverses of the equivalent stiffness matrices in each time step, the computation effort of the proposed method is reduced compared with the full analysis of Newmark method. The validity and applications of the proposed method are illustrated by a 4-DOF spring-mass system with periodical time-varying stiffness properties and a truss structure with arbitrary time-varying lumped mass. It shows that good approximate results can be obtained by the proposed method compared with the responses obtained by the full analysis of Newmark method.     

基于可靠度的多年冻土区路基稳定性评价及应用分析

通过对多年冻土区道路路基稳定性的分析和研究,从冻土类型、温度、厚度、地质地貌单元以及工程条件5个方面选取了12项对多年冻土区路基稳定影响较大的因素作为评价指标,建立了冻土路基稳定性评价指标体系。基于安全可靠度并考虑各个影响因素之间的关系,运用层次分析法和模糊数学理论确定冻土区路基稳定状况的模糊综合评价模型,提出了基于安全可靠度的用于评价多年冻土区路基稳定的模糊综合评价方法,并结合青藏公路清水河段进行实例分析,结果表明,在该段公路实施热棒处理措施前后,其路基稳定性评价系统可靠度分别为0.48和0.55,与该段公路实际运营过程中路基稳定状态相一致,即由不稳定到稳定,进一步对布设热棒后路基稳定性进行二级模糊综合评价,其评价系统得分为63.74分。     

基于改进等效平面法的结构系统可靠性分析

将复相关理论引入到结构系统可靠性分析中, 推导了并联体系等效功能函数 的递推公式, 提出了复相关等效平面法. 解决了等效平面法等效原则中不包含相关性信息的 问题, 克服了等效平面法计算并联体系误差大的缺点. 通过算例证明该方法有较高的计算精度, 优于传统结构系统可靠性分析方法, 适合大型结构系统的可靠性分析.