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contributor authorK. H. Low
contributor authorC. K. Ng
contributor authorY. K. Ong
date accessioned2017-05-08T22:36:57Z
date available2017-05-08T22:36:57Z
date copyrightMay 1993
date issued1993
identifier other%28asce%290733-9399%281993%29119%3A5%28917%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83894
description abstractThe present work is concerned with the determination of the fundamental frequencies of rectangular plates carrying a mass mounted at various positions. Although direct solution of the Navier and Lévy methods is not generally practical, an energy method involving double trigonometric functions was developed to obtain approximate closed‐form solutions. A finite element analysis is also presented for comparison. Extensive experimental investigation on the three plates through a shaker system was conducted to collect useful test data. Comparisons of experimental results with theoretical predictions of the finite element and energy methods are made. The results confirm that the frequency of the plate decreases as the weight of the component mass is increased, and the frequency increases as the mass moves away from the center of the plate. The work suggested that the tested plates can be approximately represented by plates with two opposite edges simply supported and the other two edges clamped (SCSC) boundary conditions. A set of comparisons also reveals that there is a need for improvement in the analytical methods for heavier masses.
publisherAmerican Society of Civil Engineers
titleComparative Study of Frequencies for Plates Carrying Mass
typeJournal Paper
journal volume119
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1993)119:5(917)
treeJournal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 005
contenttypeFulltext


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