Estimation algorithm for physical parameters in a shallow arch

Pub Date : 2021-05-01 DOI:10.4134/JKMS.J200226
S. Gutman, J. Ha, Sudeok Shon
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Abstract

Design and maintenance of large span roof structures require an analysis of their static and dynamic behavior depending on the physical parameters defining the structures. Therefore, it is highly desirable to estimate the parameters from observations of the system. In this paper we study the parameter estimation problem for damped shallow arches. We discuss both symmetric and non-symmetric shapes and loads, and provide theoretical and numerical studies of the model behavior. Our study of the behavior of such structures shows that it is greatly affected by the existence of critical parameters. A small change in such parameters causes a significant change in the model behavior. The presence of the critical parameters makes it challenging to obtain good estimation. We overcome this difficulty by presenting the Parameter Estimation Algorithm that identifies the unknown parameters sequentially. It is shown numerically that the algorithm achieves a successful parameter estimation for models defined by arbitrary parameters, including the critical ones.
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浅拱物理参数的估计算法
大跨度屋顶结构的设计和维护需要根据定义结构的物理参数对其静态和动态行为进行分析。因此,非常希望根据系统的观测值来估计参数。本文研究了阻尼浅拱的参数估计问题。我们讨论了对称和非对称形状和载荷,并对模型行为进行了理论和数值研究。我们对这种结构行为的研究表明,它在很大程度上受到临界参数存在的影响。这些参数的微小变化会导致模型行为的显著变化。关键参数的存在使得获得良好的估计具有挑战性。我们通过提出按顺序识别未知参数的参数估计算法来克服这一困难。数值计算表明,该算法对由任意参数定义的模型(包括临界参数)实现了成功的参数估计。
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