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581.
利用组合差商法对色散方程ur=auxxx的初边值问题构造了一组带参数的2层4点实心隐式差分格式,其截断误差为0(τ^2+h^4),绝对稳定.这是一组高精度、高稳定的差分格式. 相似文献
582.
583.
Non‐quantifiable factors (e.g. perceived, attitudinal and preferential factors) have not been investigated fully in past transportation studies, which has raised questions on the predictive capabilities of the models. In this study, Structure Integration Models, with one of their sub‐models, Measurement Equation, are combined with latent variables, which are integrated with another sub‐model, Structural Equation. The estimated latent variables are used as explanatory variables in decision models. As a result, the explanatory and predictive capabilities of the models are enhanced. The models can then be used to describe the various behaviors of travelers of different types of transportation systems in a more accurate way. In this study, the Structure Integration Model was applied to study the impacts of real‐time traffic information on the route‐switching behavior of road users on the Sun Yat‐Sen expressway, Taiwan. At present, the real‐time traffic information provided on this expressway includes radio traffic reports and changeable message signs. The results of this study can facilitate the provision of traffic information on highways. 相似文献
584.
Actuator Fault Detection for Sampled-Data Systems in H∞ Setting 总被引:3,自引:0,他引:3
Actuator fault detection for sampled-data systems was investigated from the viewpoint of jump systems.With the aid of a prior frequency information on fault, such a problem is converted to an augmented H∞ filtering problem. A simple state-space approach is then proposed to deal with sampled-data actuator fault detection problem. Compared with the existed approaches, the proposed approach allows parameters of the sampled-data system being time-varying with consideration of measurement noise. 相似文献
585.
车辆-轨道-桥梁系统竖向运动方程的建立 总被引:14,自引:0,他引:14
视车辆、轨道和桥梁为整个系统,将车辆模拟为由弹簧和阻尼器连接的多刚体,钢轨和桥梁均模拟为Bernoulli Euler梁,钢轨和桥梁之间的钢轨基础用连续的弹簧和阻尼器模拟。应用弹性系统动力学总势能不变值原理和形成矩阵的"对号入座"法则,建立了4轴双层悬挂系统车辆的车辆 轨道 桥梁单元和系统的竖向运动方程。与传统的方法(分别建立车辆运动方程,轨道和桥梁运动方程,这两种方程通过轮轨相互作用力耦合)相比,该方法能直接得到车辆 轨道 桥梁单元和系统的运动方程。举例说明了轨道表面不平顺对车辆、钢轨、桥梁以及车辆与钢轨之间接触力的动力响应的影响。 相似文献
586.
587.
588.
在假定平曲线梁的平面内及平面外弯曲符合直梁的物理关系,平曲梁的扭矩与扭率的关系与直梁相同的条件下,根据微分几何理论,推导平曲线梁桥微单元轴向应变、弯曲曲率增量、扭转曲率与梁段单元位移、扭转关系的几何微分方程,构建曲梁的微分物理方程。理论分析结果表明:微分方程中曲梁的竖向弯曲曲率增量仅与曲梁的竖向变形有关,与梁体扭率无关;曲梁的扭率与曲梁的竖向变形无关。该方程与相关文献中推导和引用的曲梁微分物理方程(基本假定相同)结论不同。其原因是,推导过程中没有采用传统的几何方法,而是采用微分几何建立各变量之间的联系。 相似文献
589.
A nonlinear numerical
integration method, based on forward and backward Euler integration methods, is proposed
for solving the stiff dynamic equations of a flexible multibody system, which are
transformed from the second order to the first order by adop- ring state variables. This
method is of A0 stability and infinity stability. The numerical solutions violating the
constraint equations are corrected by Blajer's modification approach. Simulation results
of a slider-crank mechanism by the proposed method are in good a- greement with ones from
other literature. 相似文献
590.
A continuous-time stochastic model is constructed to analyze how to control rent seeking behaviors. Using the stochastic optimization methods based on the modem risky theory, a unique positive solution to the dynamic model is derived. The effects of preference-related parameters on the optimal control level of rent seeking are discussed, and some policy measures are given. The results show that there exists a unique solution to the stochastic dynamic model under some macroeconomic assumptions, and that raising public expenditure may have reverse effects on rent seeking in an underdeveloped or developed economic environment. 相似文献