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Interval methods and contractor-based branch-and-bound procedures for verified parameter identification of quasi-linear cooperative system models

机译:基于间隔方法和基于承包商的分支和绑定程序,用于准线性协作系统模型的验证参数识别

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A large number of dynamic system models in engineering as well as computational physics, chemistry or biology are described after first-principle modeling approaches by sets of either discrete-time difference equations or by sets of ordinary differential equations. In both cases, the structure of those system models results from fundamental physical system properties such as conservation laws of mass, momentum and energy, Newton's or Kirchhoffs laws as well as a structural subdivision into subsystems or individual compartments. Regardless of the area of application, all of these system models involve parameters which are not perfectly known due to uncertainty resulting from tolerances in the construction of the respective real-life systems or which are described by an inherent uncertainty coming from model simplifications or even from a lack of knowledge about detailed microscopic dynamic effects. This is especially true for applications in engineering, where a trade-off between the model accuracy and the resulting computational complexity has to be made in order to obtain mathematical representations which can be evaluated numerically in real time. This real-time applicability is inevitable if tasks such as feedback control or model-based state estimation on the basis of incomplete state measurements are of interest. Hence, all aforementioned tasks depend on the reliable estimation of those parameters of the structurally predefined sets of state equations which are feasible with respect to the knowledge about selected measurable state variables under consideration of the associated measurement tolerances. This paper presents computational techniques for a model-based identification of system parameters under the a-priori knowledge of stability of the underlying open-loop dynamics and the structural constraint of cooperativity. (C) 2019 Elsevier B.V. All rights reserved.
机译:后第一原理模型由任一组离散时间差分方程的或由多组常微分方程的方法中描述了大量的工程以及计算物理,化学或生物学动态系统模型。在这两种情况下,从基本的物理系统属性的系统模型的结果,如质量,动量和能量守恒定律的结构,牛顿或基尔霍夫定律以及结构细分成子系统或单独的隔间。无论应用的面积,所有这些系统模型包括未完全由于已知从公差在相应的实际系统的结构产生的不确定性或它们通过固有的不确定性从模型简化或者甚至来自何处描述的参数缺乏有关详细的微观动态效果的知识。这是在工程应用中,该模型的准确性和所产生的计算复杂度之间的权衡是为了获得能够数字实时评估数学表达式来进行更是如此。这种实时应用是必然的,如果任务,比如未完成状态的测量的基础上反馈控制或者基于模型的状态估计感兴趣。因此,所有上述任务依赖于结构上预定义集合状态方程的其是相对于绕所考虑的相关联的测量公差选择可测量状态变量的知识可行的那些参数的可靠估计。本文提出了系统参数下的底层开环动态稳定性和协同的结构约束的先验知识,基于模型的辨识计算技术。 (c)2019 Elsevier B.v.保留所有权利。

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