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contributor authorAthanasios A. Pantelous
contributor authorAntonina Pirrotta
date accessioned2017-12-30T12:54:09Z
date available2017-12-30T12:54:09Z
date issued2017
identifier other%28ASCE%29EM.1943-7889.0001232.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243153
description abstractComplex mechanical (e.g., multibody) systems with different types of constraints are generally performed through analytical dynamics methods. In some cases, however, it is possible that the (augmented) mass and/or stiffness matrices may derive to be singular; consequently, modal analysis, which is used extensively in the classical dynamics literature, fails. In this paper, if the uniqueness condition is satisfied by the constraints, a properly modified modal analysis is elucidated into analytical dynamics leading to the evaluation of the natural frequencies in a simple and straightforward way. Under that framework, advances of both classical and analytical dynamics are taken into consideration for evaluating the structural response.
publisherAmerican Society of Civil Engineers
titleModal Analysis of Multi-Degrees-of-Freedom Systems with Singular Matrices: Analytical Dynamics Approach
typeJournal Paper
journal volume143
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001232
page06017005
treeJournal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 006
contenttypeFulltext


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