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contributor authorKai H. Hsieh
contributor authorMarvin W. Halling
contributor authorPaul J. Barr
date accessioned2017-05-08T21:25:32Z
date available2017-05-08T21:25:32Z
date copyrightNovember 2006
date issued2006
identifier other%28asce%291084-0702%282006%2911%3A6%28707%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50977
description abstractIn the field of nondestructive evaluation and damage detection, there is continued interest in the utilization of vibrational techniques. Structural damage will result in permanent changes in the distribution of structural stiffness. These changes may be detected through structural monitoring. Because of the direct relationship of stiffness, mass, and damping of a multi-degree-of-freedom system to the natural frequencies, mode shapes, and modal damping values, many studies have been directed at using these dynamic properties for the purpose of structural health monitoring. The use of vibrational monitoring is a developing field of structural analysis and is capable of assisting in both detecting and locating structural damage. Vibrational data have been shown to be most useful when used in conjunction with other monitoring systems if a remote and robust damage detection scheme is desired. This paper includes a literature review that summarizes the basic approaches to vibrational monitoring, suggested guidelines for sensor selection and monitoring, and concludes with three example case studies.
publisherAmerican Society of Civil Engineers
titleOverview of Vibrational Structural Health Monitoring with Representative Case Studies
typeJournal Paper
journal volume11
journal issue6
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2006)11:6(707)
treeJournal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 006
contenttypeFulltext


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