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contributor authorYusuke Mizuno
contributor authorEvan Monroig
contributor authorYozo Fujino
date accessioned2017-05-08T21:21:30Z
date available2017-05-08T21:21:30Z
date copyrightMarch 2008
date issued2008
identifier other%28asce%291076-0342%282008%2914%3A1%2827%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48322
description abstractThis paper presents a method, which can be implemented under limited resources such as wireless sensor network devices, for damage detection of civil structures. The detection method is applied to transient waves from vibration responses, and it consists of Haar wavelet decomposition, thresholding, quantization, and differentiating metric. Before the differentiating metric, a target signal is compressed into the wavelet coefficients “signature.” The results indicate that a single measurement channel without time synchronization of other measurement points is effective for instant damage detection through the case study using the ASCE structural health monitoring (SHM) benchmark program. It is also shown that we can reduce the data to a small fraction of the original data volume using this method, while retaining enough information to detect structural damage and its severity. The approach illustrated in this paper implies a promise of wavelet-based data compression and analysis for the increasing volume of SHM data.
publisherAmerican Society of Civil Engineers
titleWavelet Decomposition-Based Approach for Fast Damage Detection of Civil Structures
typeJournal Paper
journal volume14
journal issue1
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)1076-0342(2008)14:1(27)
treeJournal of Infrastructure Systems:;2008:;Volume ( 014 ):;issue: 001
contenttypeFulltext


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