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System Identification and Experimental Modal Analysis of a Frame Structure

机译:框架结构的系统辨识与实验模态分析

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In this paper, an effective method for performingthe experimental modal analysis of structural systems is developed. The proposed methodology is corroborated by analyticalconsiderations and is verified experimentally. The identificationmethod developed in this paper is based on time-domain systemidentification numerical techniques. The case study consideredin this work is a frame structure that can be modeled as a twostory shear building system. A preliminary mechanical modelof the two-story shear building system is developed by usinga lumped parameter approach. Subsequently, a more realisticsecond-order model of the frame structure is obtained directlyfrom input-output experimental data. To this end, a numericalprocedure based on the combination of the Observer/KalmanFilter Identification Method (OKID) with the EigensystemRealization Algorithm (ERA) is employed for determining thesequence of system Markov parameters. In particular, thefundamental matrices that characterize the state-space representation of a general linear time-invariant dynamical systemare obtained from the identified system Markov parameters.In addition to the identified first-order state space model, asecond-order mechanical model of the frame structure is experimentally obtained employing a methodology for constructingmechanical models from identified state-space representations.More importantly, considering the assumption of proportionaldamping, an effective method based on a simple least-squareapproach is used for calculating an improved estimation ofthe identified damping coefficients. The experimental modalparameters found by using the proposed methodology areconsistent with those predicted by using the analytical approachbased on the simplified lumped parameter model. Furthermore, the mechanical model identified employing the approachdiscussed in this paper is used for developing an activelycontrolled inertial-based vibration absorber based on the LinearQuadratic Gaussian (LQG) control and estimation method. Thenumerical and experimental results found in this investigationconfirmed the effectiveness of the methodology developed in thepaper.
机译:本文提出了一种进行结构系统实验模态分析的有效方法。分析方法证实了所提出的方法,并进行了实验验证。本文提出的识别方法是基于时域系统识别数值技术。在这项工作中考虑的案例研究是可以建模为双层剪力建筑系统的框架结构。利用集总参数方法建立了两层剪切建筑系统的初步力学模型。随后,直接从输入输出实验数据中获得了更现实的帧结构二阶模型。为此,采用了基于Observer / KalmanFilter识别方法(OKID)与特征系统实现算法(ERA)结合的数值过程来确定系统马尔可夫参数的出现频率。尤其是,从识别出的系统Markov参数中获得表征一般线性时不变动力系统的状态空间表示的基本矩阵。除了识别出的一阶状态空间模型之外,还获得了框架结构的二阶力学模型通过使用一种方法从确定的状态空间表示中构造力学模型的实验方法获得。更重要的是,考虑到比例阻尼的假设,基于简单最小二乘法的有效方法用于计算确定的阻尼系数的改进估计。使用所提出的方法发现的实验模态参数与使用基于简化集总参数模型的分析方法所预测的模态参数一致。此外,采用本文讨论的方法确定的力学模型被用于开发基于线性二次高斯(LQG)控制和估计方法的主动控制的基于惯性的减振器。这项研究发现的数值和实验结果证实了本文开发的方法的有效性。

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