File Download

  • Find it @ UNIST can give you direct access to the published full text of this article. (UNISTARs only)
Related Researcher

심성한

Sim, Sung-Han
Read More

Views & Downloads

Detailed Information

Cited time in webofscience Cited time in scopus
Metadata Downloads

Development of a wireless displacement measurement system using acceleration responses

Author(s)
Park, Jang-WoongSim, Sung-HanJung, Hyung-JoBillie Jr, Spencer
Issued Date
2013-07
DOI
10.3390/s130708377
URI
https://scholarworks.unist.ac.kr/handle/201301/2804
Fulltext
http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=84879852720
Citation
SENSORS, v.13, no.7, pp.8377 - 8392
Abstract
Displacement measurements are useful information for various engineering applications such as structural health monitoring (SHM), earthquake engineering and system identification. Most existing displacement measurement methods are costly, labor-intensive, and have difficulties particularly when applying to full-scale civil structures because the methods require stationary reference points. Indirect estimation methods converting acceleration to displacement can be a good alternative as acceleration transducers are generally cost-effective, easy to install, and have low noise. However, the application of acceleration-based methods to full-scale civil structures such as long span bridges is challenging due to the need to install cables to connect the sensors to a base station. This article proposes a low-cost wireless displacement measurement system using acceleration. Developed with smart sensors that are low-cost, wireless, and capable of on-board computation, the wireless displacement measurement system has significant potential to impact many applications that need displacement information at multiple locations of a structure. The system implements an FIR-filter type displacement estimation algorithm that can remove low frequency drifts typically caused by numerical integration of discrete acceleration signals. To verify the accuracy and feasibility of the proposed system, laboratory tests are carried out using a shaking table and on a three storey shear building model, experimentally confirming the effectiveness of the proposed system.
Publisher
MDPI AG
ISSN
1424-8220
Keyword (Author)
AccelerationBridge displacementDisplacementDisplacement estimationStructural health monitoringWireless smart sensor network

qrcode

Items in Repository are protected by copyright, with all rights reserved, unless otherwise indicated.