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Damage assessment through nonlinear structural identification.

机译:通过非线性结构识别进行损伤评估。

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摘要

A procedure based on the minimum model error approach combined with correlation test and least squares fit is proposed to identify the location as well as severity of structural damage sustained during a severe loading episode.; In adapting the minimum model error estimation to the current problem formulation, a new approach utilizing Euler-Lagrange equations for the Bolza problem and the concept of dynamical programming is proposed to reduce the minimization problem to a two-point boundary value problem with jump discontinuity. An analytic form for the errors in estimated state and model error term is then presented. Statistical properties of the estimates are discussed. By introducing auxiliary state and auxiliary model error term, the minimum model error approach is modified to study identification with noisy input measurement and with absolute acceleration measurement.; The proposed identification procedure is evaluated and validated through numerical examples. Estimates for state and model error terms are robust in the presence of high measurement noise, correlation test supplemented by least square fit is numerically simple and parameter estimates obtained are reasonable. An experimental verification of the procedure is also carried out in the laboratory using a three-story model steel frame. In the experiment, an active control experiment using a nonlinear control algorithm is used to simulate the structure's transition from its undamaged state to a damage state, thus allowing a verification of the identification procedure.; High correlation coefficient and low least squares cost are necessary conditions when searching for the right non-linear function and its associated parameters from a prior library. Different nonlinear models or different parameter values within one nonlinear function form, depending on the form of nonlinearity, can all yield high correlation coefficient and low least square cost. Studies with experimental data show that there are shifts in both state and model error term estimates when using measurement of absolute acceleration. Simulation results reproduce this phenomenon when an incorrect measurement noise information is assumed.
机译:提出了一种基于最小模型误差方法,结合相关性测试和最小二乘拟合的程序,以识别在严重载荷事件期间承受的位置以及结构破坏的严重性。为了使最小模型误差估计适合当前问题的提出,提出了一种利用Euler-Lagrange方程求解Bolza问题和动态规划概念的新方法,以将最小化问题简化为具有跳点间断的两点边值问题。然后给出了估计状态和模型误差项中误差的解析形式。讨论了估计的统计属性。通过引入辅助状态和辅助模型误差项,修改了最小模型误差方法,以研究带有噪声的输入测量和绝对加速度测量的识别。通过数值例子对提出的识别程序进行评估和验证。在存在高测量噪声的情况下,状态和模型误差项的估计是可靠的,以最小二乘拟合进行补充的相关测试在数字上简单,并且所获得的参数估计是合理的。还使用三层模型钢框架在实验室中对该程序进行了实验验证。在实验中,使用非线性控制算法的主动控制实验用于模拟结构从其未损坏状态到损坏状态的转变,从而可以验证识别过程。当从先前的库中搜索正确的非线性函数及其相关参数时,高相关系数和低最小二乘方成本是必要条件。取决于非线性的形式,一种非线性函数形式内的不同非线性模型或不同参数值都可以产生较高的相关系数和较低的最小平方成本。对实验数据的研究表明,使用绝对加速度的测量时,状态误差和模型误差项的估计值都会发生变化。当假定测量噪声信息不正确时,仿真结果会重现此现象。

著录项

  • 作者

    Ge, Ling.;

  • 作者单位

    State University of New York at Buffalo.;

  • 授予单位 State University of New York at Buffalo.;
  • 学科 Engineering Civil.; Operations Research.
  • 学位 Ph.D.
  • 年度 1996
  • 页码 173 p.
  • 总页数 173
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;运筹学;
  • 关键词

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