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Identification of dynamic systems using Multiple Input-Single Output (MISO) models

机译:使用多输入单输出(MISO)模型识别动态系统

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System identification is a method used to obtain the modal characteristics of existing structural systems through dynamic observations. Modal characteristics of the system can be used for a variety of purposes, including model updates, damage assessment, active control and original design re-evaluation. In this paper, the transfer functions relating the input quantities (traffic load, wind speed and temperature variations) and output quantities (lateral and longitudinal movement) of the towers of the Bosphorus Suspension Bridge were defined with the help of two models, namely, the parametric Multiple Input-Single Output (MISO) Auto-Regressive with eXogenous input (ARX) and the multiple regression models. The latter model was primarily used to check for the existence of outlier measurement(s) and to identify the input quantities that have a significant contribution to the structural movements since outlier measurements in observations and insignificant input quantities increases the difficulty of defining the parameters of the inherently complex MISO ARX model. Least Squares (LS) and bi-square weighted robust predictors were used to determine the parameters of the multiple regression model used in this study. Regression analysis showed that there were no outlier measurements in the tower observations and the effect of wind speed on the longitudinal movements was statistically insignificant. Furthermore, the sensitivity of LS and bi-square robust predictors to outlier measurements were also checked in the regression analysis by adding rough errors to the observations. Finally, it was also observed that the MISO ARX512, ARX511, ARX411 and ARX415 models defined by taking into account the results of regression analysis estimate structural movements more accurately than the multiple regression model ARX010. (C) 2008 Elsevier Ltd. All rights reserved.
机译:系统识别是一种通过动态观测获得现有结构系统的模态特征的方法。该系统的模态特性可用于多种目的,包括模型更新,损坏评估,主动控制和原始设计重新评估。在本文中,借助两个模型来定义与博斯普鲁斯悬索桥塔的输入量(交通负荷,风速和温度变化)和输出量(横向和纵向运动)相关的传递函数。参数多输入单输出(MISO)具有异源输入(ARX)和多元回归模型的自动回归。后一种模型主要用于检查异常值的存在,并确定对结构运动有重大贡献的输入量,因为观测值中的异常值和无关紧要的输入量增加了定义参数的难度。本质上复杂的MISO ARX模型。最小二乘(LS)和双平方加权稳健预测变量用于确定本研究中使用的多元回归模型的参数。回归分析表明,在塔观测中没有异常值,并且风速对纵向运动的影响在统计上不显着。此外,在回归分析中,还通过在观测值中添加粗略误差来检查LS和双平方稳健预测变量对异常值的敏感性。最后,还观察到,通过考虑回归分析的结果而定义的MISO ARX512,ARX511,ARX411和ARX415模型比多元回归模型ARX010更准确地估计了结构运动。 (C)2008 Elsevier Ltd.保留所有权利。

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