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contributor authorLoren D. Lutes
contributor authorAjay Singhal
date accessioned2017-05-08T22:32:32Z
date available2017-05-08T22:32:32Z
date copyrightApril 1990
date issued1990
identifier other%28asce%290733-9399%281990%29116%3A4%28966%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82308
description abstractStructural models are considered that are conveniently viewed as a composite of subsystems. Conditions are sought that assure the simultaneous existence of classical uncoupled modes of vibration for the composite system and for each of the subsystems. It is shown that the Rayleigh condition for the composite system is the only situation giving precisely the desired uncoupled modes. More general conditions give approximately uncoupled modes if the system is composed of a massive primary system and a light secondary system.
publisherAmerican Society of Civil Engineers
titleExistence of Uncoupled Modes in Subsystem Analysis
typeJournal Paper
journal volume116
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1990)116:4(966)
treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 004
contenttypeFulltext


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