唐冰松, 韩晓林. 一种基于结构动态特性的物理参数识别算法及应用[J]. 工程力学, 2009, 26(6): 21-026.
引用本文: 唐冰松, 韩晓林. 一种基于结构动态特性的物理参数识别算法及应用[J]. 工程力学, 2009, 26(6): 21-026.
TANG Bing-song, HAN Xiao-lin. A PHYSICAL PARAMETER IDENTIFICATION ALGORITHM BASED ON STRUCTURE DYNAMIC BEHAVIOR AND ITS APPLICATION[J]. Engineering Mechanics, 2009, 26(6): 21-026.
Citation: TANG Bing-song, HAN Xiao-lin. A PHYSICAL PARAMETER IDENTIFICATION ALGORITHM BASED ON STRUCTURE DYNAMIC BEHAVIOR AND ITS APPLICATION[J]. Engineering Mechanics, 2009, 26(6): 21-026.

一种基于结构动态特性的物理参数识别算法及应用

A PHYSICAL PARAMETER IDENTIFICATION ALGORITHM BASED ON STRUCTURE DYNAMIC BEHAVIOR AND ITS APPLICATION

  • 摘要: 结合经典数学理论均匀设计和回归分析,借助有限元计算软件和动态测试技术,提出一个简单实用的结构物理参数识别算法,该算法是基于频域法识别物理参数的一种方法。大量的数值计算和工程应用表明,当系统具有良好可重复性和稳定性,待识别参数为一元或二元时,该算法能够有效地解决这类系统中的参数识别问题。利用该算法对某钢桁架结构边界条件中的部分连接刚度进行识别,得到了比较满意的结果,并验证了该算法解决实际问题时的有效性和可行性。

     

    Abstract: A simple and practical physical parameter identification algorithm for structures is investigated in this paper. Finite element analysis software and dynamical testing technique combined with classical mathematical theories, such as uniform design and regression analysis are contributed to this algorithm. The algorithm proposed offers an efficient approach for the physical parameter identification in frequency-domain analysis. A lot of numerical calculation and practical application cases show that when the system is characterized as repeatability and stability, especially the unidentified parameter is single or double, the algorithm can identify the parameter successfully. In order to verify the effectiveness and the feasibility for physical problems of the algorithm, parts of the joint stiffness in boundary for a steel truss are identified with the algorithm. An acceptable and satisfying result shows that the proposed algorithm can be applied to solve many physical problems.

     

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