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Multi-type Sensor Placement for Multi-Scale Response Reconstruction

机译:用于多尺度响应重建的多类型传感器放置

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摘要

Although various types of sensors are now available to monitor a structure, measurements are usually obtained in only a few locations numbering less than the total degrees of freedom (DOFs) of the structure. The lack of structural responses of the structure at all its critical areas may hamper the effectiveness of structural monitoring. Therefore, multi-scale response reconstruction at those key structural locations where sensors are not available is essential to fully achieving the structural monitoring objectives. This paper addresses a problem of placing multi-type sensors in a structure with the objective of best reconstruction of structural responses. The types of sensors include accelerometers, displacement and strain measurement sensors, all of which are widely used in civil engineering structures. The number and locations of the three types of sensors are determined aiming to best possibly reconstruct the strain, displacement and acceleration responses, in which the Kalman filter algorithm is employed. By minimizing the overall reconstruction error variance at the locations of interest and maintaining reconstruction errors to a desired target level, the initial set of candidate sensor locations is reduced to a smaller set. The key multi-scale structural responses are reconstructed from the fusion of limited multi-type sensor data information. A simply-supported overhanging steel beam is investigated as a sample case in numerical and experimental study to investigate the effectiveness and accuracy of the presented approach. The good response reconstruction results clearly demonstrate the effectiveness of the proposed optimal placement method for multi-type sensors.
机译:尽管现在可以使用各种类型的传感器来监视结构,但是通常只能在数量少于结构的总自由度(DOF)的几个位置获得测量值。该结构在其所有关键区域缺乏结构响应可能会妨碍结构监视的有效性。因此,在那些没有传感器的关键结构位置进行多尺度响应重建对于全面实现结构监测目标至关重要。本文旨在以结构响应的最佳重建为目标,在结构中放置多种类型的传感器。传感器的类型包括加速度计,位移和应变测量传感器,所有这些传感器都广泛用于土木工程结构中。确定三种类型的传感器的数量和位置,目的是最好地重建应变,位移和加速度响应,其中采用卡尔曼滤波算法。通过最小化感兴趣位置处的总体重建误差方差并将重建误差保持在所需的目标水平,候选传感器位置的初始集合将减少为较小的集合。关键的多尺度结构响应是从有限的多类型传感器数据信息的融合中重建的。在数值和实验研究中,以简单支撑的悬挑钢梁为例进行了研究,以研究所提出方法的有效性和准确性。良好的响应重建结果清楚地证明了所提出的用于多种类型传感器的最佳放置方法的有效性。

著录项

  • 来源
    《Advances in Structural Engineering》 |2013年第10期|1779-1798|共20页
  • 作者单位

    Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China;

    Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China,College of Civil Engineering, Fuzhou University, Fuzhou, Fujian, China;

    Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China;

    Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    multi-type sensors; sensor location selection; multi-scale response reconstruction; multi-scale monitoring; kalman filter;

    机译:多种类型的传感器;传感器位置选择;多尺度响应重建;多尺度监测;卡尔曼滤波器;

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