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dc.contributor.authorZhou Wei
dc.contributor.authorZhang Tian-xia
dc.contributor.authorWang Wei
dc.contributor.authorLi Da-peng
dc.contributor.authorCui Hai-tao
dc.date.accessioned2017-05-08T22:04:57Z
dc.date.available2017-05-08T22:04:57Z
dc.date.copyrightDecember 2007
dc.date.issued2007
dc.identifier.otherjhtrcq%2E0000208.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70766
dc.description.abstractNonlinear and non-stability car impact signal processing method was studied, and time-frequency for multi-resolution was analyzed. The resolution “auto-zoom” was analyzed and time-frequency was allocated for complex instantaneous non-stability signal using Wavelet Transform (WT) theory, the local character and variation trend was indicated, the essence and rule was discovered. By transforming the original signals of car impact wavelet in db4, the trend curve and series detail curves was gained. The logical of time-frequency allocation is clarity. It will be an advantage for analyzing time sequence and events in impact course.
dc.publisherAmerican Society of Civil Engineers
dc.titleAnalysis of Car Impact Signal Based on Wavelet Transform Theory
dc.typeJournal Paper
dc.journal.volume2
dc.journal.issue2
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000208
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2007:;Volume ( 002 ):;issue: 002
dc.contenttypeFulltext


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