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contributor authorM. Naghipour
contributor authorF. Taheri
contributor authorG. P. Zou
date accessioned2017-05-08T20:59:27Z
date available2017-05-08T20:59:27Z
date copyrightJuly 2005
date issued2005
identifier other%28asce%290733-9445%282005%29131%3A7%281044%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34574
description abstractA systematic experimental investigation was conducted to evaluate the damping ratios of unreinforced glulam beams, and glulam beams reinforced with E-glass reinforced epoxy polymer (GRP) plates. The methods considered were the logarithmic decrement, the Hilbert transform, the moving block, and the half band power (HBP) methods. A modification to the HPB method is proposed to improve the method’s accuracy when considering materials with relatively high damping ratios. The influence of the lay up sequence, thickness, and through-the-depth location of the GRP plate on damping of the composite beams is also investigated. The results obtained from our experimental and numerical investigations show that the proposed modification to the HPB method could effectively improve the accuracy of the method when considering the vibration damping of composite materials possessing relatively high level of damping.
publisherAmerican Society of Civil Engineers
titleEvaluation of Vibration Damping of Glass-Reinforced-Polymer-Reinforced Glulam Composite Beams
typeJournal Paper
journal volume131
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2005)131:7(1044)
treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 007
contenttypeFulltext


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