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contributor authorL. Jezequel
contributor authorH. D. Setio
date accessioned2017-05-08T23:43:29Z
date available2017-05-08T23:43:29Z
date copyrightMarch, 1994
date issued1994
identifier issn0021-8936
identifier otherJAMCAV-26355#109_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/113182
description abstractA double modal synthesis method in which compatibility conditions at substructure interfaces are ensured by the introduction of loaded modes is presented in this study. These loaded modes, which are obtained by introducing mass loading or stiffness loading along the boundaries, are used to define generalized boundary coordinates. Thus the hybrid models presented in the first part of this study are developed so that they can be derived from test data as results of independent modal identifications. Unlike in classical modal synthesis methods, in this double modal synthesis method, it is not necessary to clamp the interfaces, which is always difficult to carry out during vibration tests. By introducing loaded modes, generalized boundary coordinates which represent boundary deformability in the frequency range under study can be defined.
publisherThe American Society of Mechanical Engineers (ASME)
titleComponent Modal Synthesis Methods Based on Hybrid Models, Part II: Numerical Tests and Experimental Identification of Hybrid Models
typeJournal Paper
journal volume61
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2901384
journal fristpage109
journal lastpage116
identifier eissn1528-9036
keywordsClamps (Tools)
keywordsVibration tests AND Stiffness
treeJournal of Applied Mechanics:;1994:;volume( 061 ):;issue: 001
contenttypeFulltext


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